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HomeMy WebLinkAboutCFS_permit-bid setPROJECT INFORMATION PROJECT TEAMARCHITECTBABCOCK DESIGN GROUP 800 W MAIN STREET, SUITE 940 BOISE, ID 83702 T: 208.424.7675 CONTACT: RICK STEWART Rick@babcockdesign.comOWNER ELECTRICALSTRUCTURALMECHANICALCIVILLANDSCAPEBRIGHTON STORAGE LLC 2929 NAVIGATOR DR, STE 400 MERIDIAN, ID 83642 T: 208.287.0525 C: 208.908.9379 CONTACT: JOHN GABRIELSEN john@brightoncorp.com ECI - ENGINEERING CONSULTANTS, INC. 303 FEDERAL WAY BOISE, ID 83705 T: 208.376.9820 F: FAX CONTACT: MIKE FUNK mike@eciboise.com KM ENGINEERING 9233 W. STATE ST BOISE, ID 83714 T: 208.639.6939 CONTACT: ALYSSA YENSEN AYensen@kmengllp.com BHB STRUCTURAL 390 E. CORPORATE DRIVE STE. 104 ,MERIDIAN ID 83642 T: 208.891.7157 F: FAX DREW MORGAN Drew.Morgan@bhbengineers.com ECI - ENGINEERING CONSULTANTS, INC. 303 FEDERAL WAY BOISE, ID 93705 BOISE, ID 83705 T: 208.376.9820 F: 208.376.9822 CONTACT: CATHY MILLER cathy@eciboise.com CONTRACTORBRIGHTON CORPORATION 2929 EXPLORER DR, STE 400 MERIDIAN, ID 83642 T: 208.378.4000 C: 208.803.5464 CONTACT: DAVID KODANKO DKodanko@brightoncorp.com KM ENGINEERING 9233 W. STATE ST BOISE, ID 83714 T: 208.639.6939 CONTACT: LACHLIN KINSELLA LKinsella@kmengllp.com STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S101 BUILDING 1 - STRUCTURAL PLANS S102 BUILDING 2 - STRUCTURAL PLANS S103A BUILDING 3 - FOOTING AND FOUNDATION PLANS S103B BUILDING 3 - ROOF FRAMING PLANS S104 BUILDING 4 - STRUCTURAL PLANS S105A BUILDING 5 - FOOTING AND FOUNDATION PLANS S105B BUILDING 5 - ROOF FRAMING PLANS S106A BUILDING 6 - FOOTING AND FOUNDATION PLANS S106B BUILDING 6 - ROOF FRAMING PLANS S107A BUILDING 7 - FOOTING AND FOUNDATION PLANS S107B BUILDING 7 - ROOF FRAMING PLANS S108A BUILDING 8 - FOOTING AND FOUNDATION PLANS S108B BUILDING 8 - ROOF FRAMING PLANS S501 DETAILS S511 DETAILS S601 SCHEDULES CIVIL C1.0 COVER AND NOTES C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE AND UTILITY PLAN C3.0 GRADING PLAN C4.0 DRAINAGE PLAN ESC1.0 EROSION AND SEDIMENT CONTROL PLAN LANDSCAPING L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS L3.0 WRITTEN SPECIFICATIONS L4.0 IRRIGATION WRITTEN SPECIFICATIONS MECHANICAL / PLUMBING M-000 MECHANICAL COVER SHEET M-111 MECHANICAL PLAN BUILDING 1 M-112 MECHANICAL PLAN BUILDING 2 M-200 MECHANICAL SPECIFICATIONS P-000 PLUMBING COVER SHEET P-111 PLUMBING PLAN p-200 PLUMBING SPECIFICATIONS ELECTRICAL E-000 ELECTRICAL COVER SHEET E-111 BUILDING 1 POWER & LIGHTING E-112 BUILDING 2 POWER & LIGHTING E-113A BUILDING 3 POWER E-113B BUILDING 3 LIGHTING E-114 BUILDING 4 POWER & LIGHTING E-115 BUILDING 5 POWER & LIGHTING E-116 BUILDING 6 POWER & LIGHTING E-117 BUILDING 7 POWER & LIGHTING E-118A BUILDING 8 POWER E-118B BUILDING 8 LIGHTING ES101 ELECTRICAL SITE PLAN ES102 SITE PHOTOMETRICS ES103 ENERGY COMPLIANCE COMCHECK DRAWING INDEX VICINITY MAPPROJECT SITE ADDRESS VERIFICATION VERIFICATION BUILDING # ADDRESS LDAV-2020-0376 BUILDING 1 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0377 BUILDING 2 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0378 BUILDING 3 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0379 BUILDING 4 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0380 BUILDING 5 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0381 BUILDING 6 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0382 BUILDING 7 3469 E AMITY RD, MERIDIAN, ID 83642 LDAV-2020-0383 BUILDING 8 3469 E AMITY RD, MERIDIAN, ID 83642 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 11:28:09 AM CENTURY FARM SELF STORAGEPROJECT INFORMATION SHEETG0012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCARCHITECTURAL A100 OVERALL BUILDING ELEVATIONS A101A BUILDING 1 - FLOOR AND ROOF PLANS A101B BUILDING 1 - ELEVATIONS AND SCHEDULES A102A BUILDING 2 - FLOOR AND ROOF PLANS A102B BUILDING 2 - ELEVATIONS AND SCHEDULES A103A BUILDING 3 - FLOOR PLANS A103B BUILDING 3 - ROOF PLANS A103C BUILDING 3 - ELEVATIONS & SCHEDULES A104A BUILDING 4 - FLOOR AND ROOF PLANS A104B BUILDING 4 - ELEVATIONS & SCHEDULES A105A BUILDING 5 - FLOOR AND ROOF PLANS A105C BUILDING 5 - ELEVATIONS & SCHEDULES A106A BUILDING 6 - FLOOR AND ROOF PLANS A106C BUILDING 6 - ELEVATIONS & SCHEDULES A107A BUILDING 7 - FLOOR AND ROOF PLANS A107C BUILDING 7 - ELEVATIONS & SCHEDULES A108A BUILDING 8 - FLOOR PLANS A108B BUILDING 8 - ROOF PLANS A108C BUILDING 8 - ELEVATIONS & SCHEDULES A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 BUILDING SECTIONS A305 WALL SECTIONS A306 WALL SECTIONS A401 ENLARGED FLOOR PLANS & FINISH SCHEDULE A501 DETAILS A502 DETAILS A503 OPENING AND TRANSITION DETAILS A601 UL RATINGS AND DIAGRAMS A611 STANDARD PARTITION TYPES AND DETAILS A631 DOOR, WINDOW AND FRAME TYPE ELEVATIONS AND DETAILS A651 TYPICAL MOUNTING HEIGHTS AND SIGNAGE DETAILS A661 SIGNAGE PLAN for: CENTURY FARM SELF STORAGE 2929 W. NAVIGATOR DR, STE 400 MERIDIAN, ID 83642 PERMIT / BID SET 6/23/2020 BRIGHTON STORAGE LLC GENERAL G001 PROJECT INFORMATION SHEET G002 GENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLS G101 CODE - EGRESS LIFE SAFETY G201 GENERAL ACCESSIBILITY REQUIREMENTS G301 ENERGY COMPLIANCE REPORTS ARCHITECTURAL SITE AS101 SITE PLAN & UNIT MATRIX AS102 SITE DETAILS num. description date ABBREVIATIONS ELECTRICAL SYMBOLS MATERIALS AND TYPES SYMBOLS LEGEND GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMMENCEMENT OF ANY WORK, AND SHALL BE REQUIRED TO CONTACT THE PROPER AUTHORI TIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL CAREFULLY READ, STUDY, AND UNDERSTAND ALL PLANS AND SPECIFICATIONS FOR TRADES. COORDINATION BETWEEN TRADES WILL BE NECESSARY AND THE RESPONSIBILITY OF THE CONTRACTOR. ANY QUESTIONS THAT ARISE SHALL BE CLARI FIED BY THE ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR WILL VERIFY ALL CONDITIONS. DIMENSIONS AND ELEVATIONS, ETC. AT THE SITE AND WILL COORDINATE WORK PERFORMED BY ALL TRADES. 4. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DISCREPANCIES ARE TO BE CLARIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTACT BLUE-STAKE OR AUTHORITIES HAVING JURISDICTION. 6. CONTRACTOR WILL NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND / OR SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED. THE MOST STRINGENT REQUIREMENTS WILL GOVERN. 7. THE ARCHITECTS APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. COORDINATE WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, AND STRUCTURAL NOTES. 9. SHOP DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR BY SUPPLIER OR PRODUCT MANUFACTURER PRIOR TO INSTALLATION, FABRICATION, OR ERECTION OF ANY PREFABRICATED OR MANUFACTURER DESIGNED COMPONENTS. THESE DRAWINGS WILL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THIS STRUCTURE RESIDES. COPIES OF THE SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT FOR REVIEW PRIOR TO ORDERING OR INSTALLATION. 10. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES INCLUDING THE 2015 INTERNATIONAL BUILDING CODE, COVENANTS AND RESTRICTIONS AND LOCAL BUILDING AND HOUSING STANDARDS. 11. IN NO EVENT SHALL THE CONTRACTOR SUBSTITUTE A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS AS THE ARCHITECT ORDERS BEFORE APPROVAL OF THAT CONSTRUCTION WILL BE GRANTED. NOTES AND DETAILS ON THE DRAWINGS WILL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 12. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, THE DETAILS PROVIDED BY THE ARCHITECT ARE OF A GENERIC NATURE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE SELECTED MANUFACTURERS SPECIFIC DETAILS WITH THE PROVIDED DETAILS AND ADJUST CONSTRUCTION ACCORDINGLY. IN SUCH INSTANCES CONSULT WITH THE ARCHITECT / ENGINEER PRIOR TO INSTALLATION. THE SELECTED MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES, INDUSTRY STANDARDS, AND APPLICABLE CODE REQUIREMENTS MUST BE FOLLOWED. 13. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, ORDERING, DELIVERY, OR INSTALLATION WILL NOT TAKE PLACE UNTIL WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER OR OWNER'S AGENT. 14. ALL WATER HEATERS ARE TO HAVE SEISMIC TIE DOWNS. PROVIDE AN UNOBSTRUCTED WORKING SPACE NOT LESS THAN 30" IN DEPTH, AND CLEAR ACCESS OF 36" IN WIDTH IN FRONT OF FIREBOX. 15. PROVIDE A CONTINUOUS 3/4" BEAD OF 100% SILICONE SEALANT AT ALL EXTERIOR JOINTS – SEE SPECIFICATIONS. 16. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING AND FOUNDATION WALLS, CONCRETE REINFORCING, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, PRIMARY STRUCTURAL FRAMES, FLOOR FRAMING, ROOF FRAMING, SECONDARY FRAMING, AND ASSOCIATED CONNECTION DETAILS. COORDINATE ALL RELATED WORK WITH GENERAL STRUCTURAL NOTES, SCHEDULES, AND DETAILS. 17. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, PANEL LOCATIONS, WIRING DIAGRAMS, AND FIXTURE LOCATIONS. COORDINATE ANY RELATED WORK WITH GENERAL ELECTRICAL NOTES AND ELECTRICAL FIXTURE SCHEDULES. 18. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT, DUCT WORK, MECHANICAL PIPING, AND EXHAUST. COORDINATE ANY RELATED WORK WI TH GENERAL MECHANICAL NOTES, SCHEDULES, AND DETAILS. 19. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING EQUIPMENT, FIXTURES, AND RELATED PIPING, I.E.; STORM SEWER, SANITARY SEWER, AND DOMESTIC WATER SUPPLY. COORDINATE ANY RELATED WORK WITH GENERAL PLUMBING NOTES, SCHEDULES, AND DETAILS. 20. CONTRACTOR AND ALL SUBCONTRACTORS WILL PERFORM THEIR TRADES AND DUTIES IN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE 2015 INTERNATIONAL BUILDING CODE, (OR LATEST ACCEPTED CODE ADOPTED BY THE LOCAL BUILDING OFFICIALS). THE CONTRACTOR WILL COORDINATE ALL REQUIRED INSPECTIONS AND WILL NOT PROCEED WITH WORK UNTIL THE REQUIRED INSPECTIONS HAVE BEEN COMPLETED. 21. ANY SPECIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE BUILDING CODE ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 22. CONTRACTOR WILL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 23. DURING CONSTRUCTION OPEN EXCAVATIONS AND TRENCHES WILL BE SUPPORTED AND BARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY STANDARDS. 24. TEMPORARY BRACING WILL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH BRACING WILL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY, OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETE. 25. PROVIDE AN OBVIOUS TURN OFF FOR WATER SUPPLY IN MECHANICAL AREA. 26. FINISH GRADE TO SLOPE AWAY FROM STRUCTURE 6" MI N. IN FIRST 10' AND 2% THERE AFTER. COORDINATE WITH CIVIL. 27. ALL DIMENSIONS ARE TO FACE OF STUD OR TO FACE OF FOUNDATION WALL UNLESS OTHERWISE NOTED. 28. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. 29. COORDINATE WITH FRAMING PLANS FOR LOCATIONS OF COLUMNS, BEAMS, MOMENT FRAMES, ETC. 30. VISITS TO THE JOB SITE BY THE ARCHITECT OR HIS CONSULTANTS DO NOT CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. ANY SUCH VISITS ARE SOLELY FOR THE PURPOSE OF OBSERVING THE WORK BEING PERFORMED. A/C AIR CONDITIONING ACST ACOUSTICAL ADDM ADDENDUM ADJ ADJUSTABLE ALLOW ALLOWABLE ALUM ALUMINUM APPROX APPROXIMATE BLDG BUILDING BLK BLOCK BRK BRICK BU BUILT-UP BW BOTH WAYS CI CAST IRON CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPACTED / COMPOSITE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DTL DETAIL DWG DRAWING EA EACH EXF EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELECT ELECTRIC / ELECTRICAL ELEV ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FR FIRE RATED FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GRD GRADE GLB GLUE-LAM BEAM GYP GYPSUM BOARD HB HOSE BIB HDR HEADER HM HOLLOW METAL HORZ HORIZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IRRG IRRIGATION JB JAMB JNT JOINT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OPNG OPENING PLYWD PLYWOOD PNT PAINT PNTD PAINTED PR PAIR R&S ROD AND SHELF RAD RADIUS RD ROOF DRAIN REG REGULAR REINF REINFORCED / REINFORCING REQ'D REQUIRED REV REVISED RM ROOM RO ROUGH OPENING RS ROUGH-SAWN SC SOLID CORE SCHED SCHEDULE SHT SHEET SIM SIMILAR SPEC SPECIFICATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TO TOP OF TOF TOP OF FOOTING TOW TOP OF WALL TYP TYPICAL TS TUBE STEEL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER W/ WITH WD WOOD WP WATERPROOF WR WATER RESISTANT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH S 3S 4S GFI S W.P. SURFACE MOUNTED CEILING SURFACE MOUNTED INTER-CONNECTING SMOKE DETECTOR EXHAUST FAN CONVENIENCE OUTLET 110V. HALF-SWITCHED DUPLEX OUTLET FOURPLEX OUTLET FLOOR OUTLET SINGLE SWITCH DESCRIPTION TELEVISION OUTLET TELEPHONE OUTLET 3-WAY SWITCH FLUORESCENT TUBE FIXTURE CEILING FAN MARK 4-WAY SWITCH GROUND FAULT INDICATOR DUPLEX OUTLET CEILING PENDANT RECESSED WALL WASHER RECESSED DOWN LIGHT RECESSED 6" CAN LIGHT/FAN COMBO FIXTURE RECESSED WATERPROOF 6" CAN LIGHT FIXTURE SURFACE MOUNTED PULL CHAINP.C. CONVENIENCE OUTLET 220V. LIGHT TRACK EXHAUST FANFA J JUNCTION BOX TELEVISION OUTLET JUNCTION BOX WEATHER PROOF CONVENIENCE OUTLETW.P. HEAVY DUTY GARAGE DOOR OPENER 22.0' ACOUSTICAL TILE ASPHALT BRICK CAST STONE CERAMIC TILE CONCRETE CONCRETE BLOCK EARTH EARTH BACKFILL ENGINEERED FILL FINISH LUMBER GLASS GRAVEL GYPSUM WALL BOARD INSULATION - BATT INSULATION - RIGID PLASTER PLYWOOD STEEL STUD FRAMING - METAL STUD FRAMING WOOD WOOD BLOCKING CONTOUR EXISTING CONTOUR FINISH FENCE PROPERTY LINE WALL RATINGS 22.0' x x NAME ELEVATION VIEW NAME 1/8" = 1'-0"1 A521 SHEET NUMBER CATEGORY NUMBER DISCIPLINE NUMBER A B 1 1 A101 1 A101 1 A101 1 A101 ELEVATION DESIGNATION SHEET NUMBER A101 1 A101 1 3 24 T.O. PARAPET 122'-0" ROOM NAMES AND NUMBERS 101 ROOM NAME ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME 150 SF 100 XX ROOM NAME ROOM NUMBER ROOM LEVEL ROOM NAME ROOM LEVEL ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDING WALLS ROOM NAME ROOM S.F. OCCUPANCY ALLOWANCE OCCUPANT LOAD 1 1 DEMO KEYNOTE 1 101 DOOR NUMBER C-1 1'-0" CEILING MATERIAL CEILING HEIGHT 1'-0"CEILING HEIGHT 1 A FLOOR CDS #### ## INDICATES CASEWORK TYPE INDICATES CASEWORK DEPTH INDICATES CASEWORK HEIGHT INDICATES CASEWORK WIDTH E-1 MATERIAL TYPE PER SCHEDULE X#m PARTITION TYPE CORE WIDTH TOP OF WALL CONDITIONabc PARTITION MODIFIER(S) KEYNOTES NUMERIC KEYNOTE DOOR AND WINDOW TAGS WINDOW TYPE WALL TAG MATERIAL TAG CEILING TAG REVISION TAG REVISION NUMBER ACCESSORY TAG ACCESSORY MARK PER SCHEDULE CASEWORK TAG DETAIL TAG/CALLOUT OCCUPANCY EXITING TAG # INDICATES EXITING DIRECTIONS NUMBER OF OCCUPANTS FLOOR PATTERN DIRECTION STEP IN SLAB SHEET NUMBER NON RATED SMOKE PARTITION (NON RATED) 1 HR FIRE RATED 1 HR FIRE- SMOKE RATED 2 HR FIRE RATED 2 HR FIRE- SMOKE RATED NORTH TRUE NORTH VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROWS GRIDLINES EXISTING GRID NEW GRID BUILDING SECTION CALLOUT WALL SECTION CALLOUT SECTION DESIGNATION SHEET NUMBER ENLARGED PLAN/DETAIL CALLOUT VIEW DESIGNATION SHEET NUMBER SECTION DESIGNATION SHEET NUMBER 1 A101 VIEW DESIGNATION SHEET NUMBER ELEVATION CALLOUT(S) EXTERIOR ELEVATION ELEVATION DESIGNATIONS SHEET NUMBER INTERIOR ELEVATION VERTICAL ELEVATION SPOT ELEVATION MATERIAL THICKNESS (WHERE APPLICABLE) 3" Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:46 AM CENTURY FARM SELF STORAGEGENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLSG0022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCnum. description date SDSDSDMW MW MW MW SDSDSDSDSDWVWV WV WVWV WVWV WM S S CO SSCO SSCO S WVWV WVSSCO IRR IRR 989 SF 20 42 AREA OF ROOM SF PER OCCUPANT PER IBC TABLE 1004.1.2 NUMBER OF OCCUPANTS IN ROOM ROOM NAME CLASSROOM NUMBER OF OCCUPANTS THROUGH DOOR OPENING INDICATES PATH OF EGRESS AND DIRECTION OF TRAVEL FE DF FDC 270 OCC EXIT 0.15 CF 40.5" R 69" P DRINKING FOUNTAIN FIRE EXTINGUISHER - THE MAXIMUM TRAVEL DISTANCE TO REACH AN EXTINGUISHER FROM ANY POINT IN THE BUILDING SHALL NOT EXCEED 75 FEET - COORDINATE FINAL LOCATION WITH FIRE MARSHAL FIRE DEPARTMENT CONNECTION MAXIMUM OCCUPANT LOAD THRU EXIT MINIMUM REQUIRED EXIT WIDTH EXIT WIDTH PROVIDED; DOORS MEASURED BETWEEN DOOR FACE AND STOP CAPACITY FACTOR (STAIRS PER 1005.3.1; OTHER PER 1005.3.2 EXCEPTION 2012 IBC) EGRESS PLAN SYMBOLS # 1A EGRESS ACCESS PATH 2A A COMMON PATH OF TRAVEL PATH ID (SEE EXIT ACCESS DISTANCE SCHEDULE) SUB-PATH ADA UNIT LOCATION TO MEET IBC SECTION 1108.3; SEE SHEET A621 FOR ADA COMPLIANT THRESHOLD AND DOOR HANDLE DETAILS25' - 0"UNIT SIZE LEGEND 5' X 5' 5' X 10' 10' X 10' 10' X 15' 10' X 20' 10' X 25' 12' X 25' 13' X 25' 14' X 35' OFFICE CORRIDOR 1 111' - 0"25' - 0 1/2"10' - 0" BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 6 BUILDING 7 FI RE LANE FI RE LANE FI RE LANEFIRE LANEFI RE LANE 6,762 SF FIRE AREA < 12,000 PER 903.2.9 6,762 SF FIRE AREA < 12,000 PER 903.2.9 6,721 SF FIRE AREA < 12,000 PER 903.2.9 7,382 SF FIRE AREA < 12,000 PER 903.2.9 1A B1AA 1A 1A 2A B 2A A 2A FE FE FE FE FE FE FE FE 1 1 FE FE FE FEFE FE FE FE FE FE FEDISTANCE FROM ROADWAY33' - 1 7/8"EDGE OF PAVEMENT, AMITY ROAD FE FE FE FE FE Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:54 AM CENTURY FARM SELF STORAGECODE - EGRESS LIFE SAFETY G1012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 2 HOUR RATED WALL PER IBC TABLE 602. PER IBC 705.8.1, EXCEPTION 2 EXTERIOR BEARING AND NON-BEARING WALLS THAT ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED ARE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. CODE REVIEW - GENERAL NOTES 1. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 2. SEE SHEET G001 FOR GENERAL CODE AND PROJECT SPECIFIC CODE INFORMATION. 3. SEE SHEET G002 FOR GENERAL NOTES 4. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 5. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER LOWER RATED WALLS AND ARE TO CONTINUE THROUGH ALL SUCH INTERSECTIONS. 6. SEE A100 SHEETS FOR WALL TYPE DESIGNATIONS. 7. SEE A450 SHEETS FOR SHAFT SECTIONS. 8. SEE A500 SHEETS FOR FIRE PROOFING DETAILS. 9. SEE A600 SHEETS FOR WALL ASSEMBLIES, TOP OF WALL DETAILS, UL LISTINGS, ETC. FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED 1" = 20'-0"1 SITE PLAN - CODE, EGRESS & LIFE SAFETY NORTH OCCUPANCY LOAD CALCULATION PER 2015 IBC... OCCUPANCY AREA S.F. PER PERSON Occupant Count BUILDING 1 Accessory Storage Areas, Mechanical Equipment Room 5132 SF 300 17 Business Areas 759 SF 100 8 5891 SF 25 BUILDING 2 Accessory Storage Areas, Mechanical Equipment Room 5631 SF 300 19 5631 SF 19 BUILDING 3 Accessory Storage Areas, Mechanical Equipment Room 13782 SF 300 46 13782 SF 46 BUILDING 4 Accessory Storage Areas, Mechanical Equipment Room 5585 SF 300 19 5585 SF 19 BUILDING 5 Accessory Storage Areas, Mechanical Equipment Room 6782 SF 300 23 6782 SF 23 BUILDING 6 Accessory Storage Areas, Mechanical Equipment Room 8265 SF 300 28 8265 SF 28 BUILDING 7 Accessory Storage Areas, Mechanical Equipment Room 8267 SF 300 28 8267 SF 28 BUILDING 8 Accessory Storage Areas, Mechanical Equipment Room 13245 SF 300 44 13245 SF 44 67448 SF 230 - COMMON PATH OF TRAVEL = 75' MAX PER 2015 IBC 1006.2.1 - EXIT ACCESS TRAVEL DISTANCE = 200' MAX - PER 2015 IBC 1017.2 EXIT ACCESS DISTANCE PATH ID COMMON PATH DISTANCE PATH A DISTANCE PATH B DISTANCE SUB-PATH (A) TOTAL SUB PATH (B) TOTAL 1A 66' - 3" 23' - 0" 42' - 1" 89' - 3" 108' - 4" 2A 14' - 0" 85' - 8" 85' - 4" 99' - 8" 99' - 4" num. description date FIGURE 104 GRAPHIC CONVENTION FOR FIGURES THIS DRAWING PRODUCED BY THE U.S. ACCESS BOARD 36 915 6 150 MIN Max DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE DIMENSION FOR SMALL MEASUREMENTS DIRECTION OF TRAVEL OR APPROACH BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE CENTERLINE MINIMUM MAXIMUM A PERMITTED ELEMENT OR ITS EXTENSION A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN CONVENTION DESCRIPTION LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE GREATER THAN> <LESS THAN 33-36 840-915 DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM LESS THAN OR EQUAL TO GREATER THAN OR EQUAL TO≥ ≤ THE PROJECT IS TO MEET THE 2015 IBC AND THE ICC/ANSI A117.1-2009 CODES FOR ACCESSIBILITY. THE MOST STRINGENT REQUIREMENTS SHALL BE UTILIZED IN THE CONSTRUCTION OF THIS PROJECT. THE FOLLOWING DIAGRAMS AND NOTES ARE PROVIDED ONLY AS A GUIDE TO THIS PROJECT. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND NOTIFY THE ARCHITECT IF THESE NOTES AND DIAGRAMS ARE CONTRADICTORY TO THE ACTUAL CONSTRUCTION. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES. IF THERE IS A DISCREPANCY, THE ADOPTED CODES AND ENFORCED LAWS TAKE PRECEDENCE. FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION 6.4 ¼ MAX 6.4 1 2 ¼ ¼ 6.4 ½ 13 13 ½ MAX ICC/ ANSI FIG 303.2 CARPET ON FLOOR SURFACES ICC/ANSI FIG 303.2 CHANGES IN LEVEL ICC/ANSI FIG 303.3 BEVELED CHANGES IN LEVEL (A) 6.4 - 13 1 2 ¼ - ½ (B) 48 MIN 30 MIN760122060 MIN24 MIN 36 MIN36 MIN 12 MIN 915 305 1525610 91512 MIN 305 60 MIN 1525 BASEARM ARM30 MIN 48 MIN30 MIN48 MIN1220760760 1220 60 MIN ICC/ANSI FIG 304.3 SIZE OF TURNING SPACE ICC/ANSI FIG 305.3 SIZE OF CLEAR FLOOR SPACE (A) FORWARD (B) PARALLEL ICC/ANSI FIG 305.5 POSITION OF CLEAR FLOOR SPACE 17-25 9 230 430-635 6 MAX 150 30 MIN76011 MIN27 MIN685280 205 8 MIN 9 MIN 230 30 MIN760635 25 MAX (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.2 TOE CLEARANCE (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.3 KNEE CLEARANCE 4 MAX 100 X >=802030X > 2768512 MAX 305 12 MAX 305 27-80685-203027 MAX68580 MIN2030X > 12 305 X > 12 305 (B)(A)27 MAX6852030X < 80LIMITS OF PROTRUDING OBJECTS ICC/ANSI FIG 307.2 POST-MOUNTED PROTRUDING OBJECTS ICC/ANSI FIG 307.3 REDUCED VERTICAL CLEARANCE ICC/ANSI FIG 307.460 MIN152518 MIN 445 (A) FRONT APPROACH, PULL SIDE 122048 MIN(B) FRONT APPROACH, PUSH SIDE 122048 MIN12 MIN 305 (C) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 36 MIN 915 60 MIN1525(D) HINGE APPROACH, PULL SIDE 42 MIN 1065 54 MIN1370(E) HINGE APPROACH, PULL SIDE 42 MIN1065560 22 MIN (F) HINGE APPROACH, PUSH SIDE (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH48 MIN122022 MIN 560 24 MIN 48 MIN610 1220(H) LATCH APPROACH, PULL SIDE (I) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER54 MIN1370610 24 MIN 24 MIN 42 MIN1065610 (J) LATCH APPROACH, PUSH SIDE (K) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER 610 24 MIN 122048 MIN(C) FOLDING DOOR (A) HINGED DOOR (B) SLIDING DOOR 32 MIN 815 32 MIN 815 32 MIN 81590°CLEAR WIDTH OF DOORWAYS ICC/ANSI FIG 404.2.2 122048 MIN(A) FRONT APPROACH (B) SIDE APPROACH42 MIN106522 MIN 42 MIN1065560 (C) POCKET OR HINGE APPROACH 24 MIN 610106542 MIN(D) STOP OR LATCH APPROACH MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS ICC/ANSI FIG 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS ICC/ANSI FIG 404.2.3.1 60 MIN152518 MIN 445 X > 8 205 (A) PULL SIDE 122048 MIN(B) PUSH SIDE 205 X > 8 122048 MIN12 MIN 305 (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH X > 8 205 MANEUVERING CLEARANCES AT RECESSED DOORS ICC/ANSI FIG 404.2.3.4 48 MIN 1220 48 MIN 1220 (A)(B) 48 MIN 1220 (C) TWO DOORS IN SERIES ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5 15 MIN38048 MAX122048 MAX122044 MAX1120>20-25 MAX 510-635 20 MAX 510 (A) (B) 10 MAX 255 122048 MAX15 MIN38010 MAX 255 122048 MAX34 MAX86534 MAX86546 MAX1170> 10-24 MAX 255-610 (A) (B) UNOBSTRUCTED FORWARD REACH ICC/ANSI FIG 308.2.1 OBSTRUCTED HIGH FORWARD REACH ACC/ANSI FIG 308.2.2. UNOBSTRUCTED SIDE REACH FIG 308.3.1 OBSTRUCTED HIGH SIDE REACH ICC/ANSI FIG 308.3.236 MIN48 MIN 24 MAX 1220 610 91532 MIN81532 MIN81591536 MIN610 24 MAX 42 MIN48 MIN12201065 1220 X < 48 42 MIN 1065 X < 48 1220 36 MIN 915 36 MIN 91560 MIN1525ICC/ANSI FIG 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE (a) 180 DEGREE TURN (b) 180 DEGREE TURN (EXCEPTION) ICC/ANSI FIG 403.5.1 CLEAR WIDTH AT TURN FIGURE 502.2 VEHICLE PARKING SPACES 96 MIN 2440 132 MIN 3350 (a) CAR (b) VAN FIGURE 502.4 PARKING SPACE ACCESS AISLE 60 MIN 1525FULL LENGTH OF PARKING SPACEAREA TO BE MARKED FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE SLOPE SLOPE FIGURE 406.4 LANDINGS AT THE TOP OF CURB RAMPS 36 MIN 915 AT LEAST AS WIDE AS CURB RAMP FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS 48 MIN 1220 610 24 MIN 610 24 MIN FIGURE 705.1 SIZE AND SPACING OF TRUNCATED DOMES 1.6-2.4 41-61 (A) ELEVATION (ENLARGED) (B) PLAN 0.2 5.1 TOP DIAMETER OF 50%-65% OF THE BASE DIA. BASE DIAMETER OF 0.9-1.4 (23-36 MM) 0.65 MIN 17 1.6-2.4 41-61 16-18 405-455 60 MIN56 MIN14201525 12 MAX 42 MIN 54 MIN 1370 305 1065 12 MIN 305 24 MIN 610 36 MIN 915 18" MIN44548 MAX1220(B) (C) NONCIRCULAR (A) CIRCULAR FIGURE 609.2 SIZE OF GRAB BARS FIGURE 604.3 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 604.2 WATER CLOSET LOCATION (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS FIGURE 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 604.7 DISPENSER OUTLET LOCATION 1-1/4" - 2" 32 - 51 2 MAX 51 4 TO 4.8 PERIMETER 100 - 120 18 MIN44539-41 990 - 1040 39 - 41990 - 104033 - 36840 - 91533 - 36840 - 915 (C) RECESSED DISPENSER 24 MIN 610 36 MAX 915 42 MAX 1065 48 MAX1220(B) PROTRUDING DISPENSER ABOVE GRAB BAR 24 MIN 610 36 MAX 915 12" MIN30518" MIN445(A) PROTRUDING DISPENSER BELOW GRAB BAR 24 MIN 610 42 MAX 1065 1-1/2" MIN38Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:58 AM CENTURY FARM SELF STORAGEGENERAL ACCESSIBILITY REQUIREMENTSG2012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC6" = 1'-0"1 GROUND AND FLOOR AD-O-071/4" = 1'-0"2 TURNING SPACE AND CLEAR FLOOR SPACE AD-O-151/4" = 1'-0"3 KNEE AND TOE CLEARANCE AD-O-081/4" = 1'-0"4 AD-O-09_PROTRUDING OBJECTS AD-O-091/4" = 1'-0"5 DOORS AND DOORWAYS AD-O-051/4" = 1'-0"6 REACH RANGES AD-O-111/4" = 1'-0"7 CLEAR WIDTH OF ACCESSIBLE ROUTE AD-O-03num. description date 1/8" = 1'-0"8 ACCESSIBLE PARKING SPACES AD-O-011/8" = 1'-0"9 CURB RAMPS AD-O-041/4" = 1'-0"10 TOILET COMPARTMENTS AD-O-14 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:59 AM CENTURY FARM SELF STORAGEENERGY COMPLIANCE REPORTSG3012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCnum. description date NO PARKING 5BLOCK 1 TREES CODE BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS QTY AS ACER RUBRUM `RED SUNSET`2" CAL. B&B 45`X30`CLASS II 7 RED SUNSET MAPLE CE CARPINUS BETULUS `FASTIGATA`2" CAL. B&B 35`X20`CLASS II 3 COLUMNAR EUROPEAN HORNBEAM GI GLEDITSIA TRIACANTHOS `MORAINEL`2" CAL. B&B 40`X35`CLASS II 6 MORAINE HONEYLOCUST PC PYRUS CALLERYANA `CAPITAL`2" CAL. B&B 35`X15`CLASS I 4 CAPITAL CALLERY PEAR EVERGREEN TREES CODE BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS QTY PC5 PICEA PUNGENS 6`-8` B&B 60`X30`EVERGREEN 8 COLORADO SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`6`-8` B&B 25`X15`EVERGREEN 6 VANDERWOLF`S PYRAMID PINE PN2 PINUS NIGRA 6`-8` B&B 55`X35`EVERGREEN 9 AUSTRIAN BLACK PINE EXISTING TREES CODE BOTANICAL / COMMON NAME SIZE MATURE HXW CLASS QTY SP EXISTING DECIDUOUS TREE TO REMAIN 2" CAL.VARIES CLASS II 6 SEE TREE PROTECTION NOTES RM EXISTING EVERGREEN TREE TO BE REMAIN.6`-8` B&B VARIES EVERGREEN 9 SEE TREE PROTECTION NOTES PLANT SCHEDULE TREE PROTECTION NOTES ACHD LANDSCAPE NOTES KEY NOTES (TYPICAL) SHRUBS CODE BOTANICAL / COMMON NAME SIZE MATURE HXW QTY RD ROSA X `DOUBLE KNOCKOUT` (RED)2 GAL.4`X4`48 RED DOUBLE KNOCKOUT ROSE RF ROSA X `NOARE`2 GAL.3`X3`19 FLOWER CARPET RED GROUNDCOVER ROSE GRASSES CODE BOTANICAL / COMMON NAME SIZE MATURE HXW QTY MM MISCANTHUS SINENSIS `MORNING LIGHT`1 GAL.5`X4`78 EULALIA GRASS PH PENNISETUM ALOPECUROIDES `HAMELN`1 GAL.2`X2`40 HAMELN DWARF FOUNTAIN GRASS SS2 SCHIZACHYRIUM SCOPARIUM `STANDING OVATION`1 GAL.3`X3`71 STANDING OVATION LITTLE BLUESTEM PERENNIALS CODE BOTANICAL / COMMON NAME SIZE MATURE HXW QTY HO HEMEROCALLIS X `STELLA DE ORO`1 GAL.1`X2`16 STELLA DE ORO DAYLILY NJ NEPETA X FAASSENII `JUNIOR WALKER`1 GAL.1.5` X 4`25 JUNIOR WALKER CATMINT RL RUDBECKIA FULGIDA `LITTLE GOLDSTAR`1 GAL.1.5`X1.5`58 LITTLE GOLDSTAR BLACK-EYED SUSAN SM SALVIA X SYLVESTRIS `MAY NIGHT`1 GAL.2`X2`33 SAGE GROUND COVERS CODE BOTANICAL / COMMON NAME CONT QTY TR TURF SOD RHIZOMATOUS SOD 2,155 SF RHIZOMATOUS TALL FESCUE 6-18-20 CERTIFICATE OF ZONING COMPLIANCE LANDSCAPE PLAN 0 20 40 60 Plan/Profile Scale: 1" = 20'STA T E OF IDA H O LICENSE D LANDSCA P E A RCHITECTALYS S A YEN S E NLA-16577 BUILDING 1 BULDING 5 BULDING 6 BULDING 7 BULDING 8 BULDING 3 BUILDING 2BUILDING 4R-15 C-C BUFFER WIDTHS AND TREE CALCULATIONS (1TREE/35 LF) WIDTH OF PARKING LOT PERIMETER LANDSCAPE STRIP TREE SPECIES MIX MITIGATION REQUIREMENTS TOTAL TREES CONTACT INFORMATION LANDSCAPE ARCHITECT DEVELOPER/OWNER E. AMITY RD. HILL'S CENTURY FARM NORTH SUBDIVISION NO. 2 HILL'S CENTURY FARM NORTH SUBDIVISION NO. 2 HILL'S CENTURY FARM NORTH SUBDIVISION NO. 1 C-N HILL'S CENTURY FARM NORTH SUBDIVISION NO. 1 C-N Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcock design.com project number: project status: current as of: stamp:2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642BRIGHTON STORAGE LLCL1.0 LANDSCAPE PLANPERMIT/BID SET 06/18/2020 19-167 6/18/2020 1:51:54 PM CENTURY FARM SELF STORAGE                            CONIFEROUS TREE PLANTING AND GUYING DETAIL NTS DECIDUOUS TREE PLANTING AND STAKING DETAIL NTS PLAN SHOVEL CUT NTS BIKE RACK DETAIL NTS · · · · · GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES NTS CLEAR VIEW METAL FENCE WOODEN FENCE 6-18-20STATE OF IDA H O LICENSE D LANDSCA P E A RCHITECTALYS S A YEN S E NLA-16577 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcock design.com project number: project status: current as of: stamp:2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642BRIGHTON STORAGE LLCL2.0 LANDSCAPE DETAILSPERMIT/BID SET 06/18/2020 19-167 6/18/2020 1:52:39 PM CENTURY FARM SELF STORAGE                            6-18-20STATE OF IDA H O LICENSE D LANDSCA P E A RCHITECTALYS S A YEN S E NLA-16577 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcock design.com project number: project status: current as of: stamp:2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642BRIGHTON STORAGE LLCL3.0 LANDSCAPE WRITTEN SPECIFICATIONSPERMIT/BID SET 06/18/2020 19-167 6/18/2020 1:53:16 PM CENTURY FARM SELF STORAGE                            ¾” “” “” “” “” ¾” ”” 6-18-20STATE OF IDA H O LICENSE D LANDSCA P E A RCHITECTALYS S A YEN S E NLA-16577 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcock design.com project number: project status: current as of: stamp:2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642BRIGHTON STORAGE LLCL40 IRRIGATION WRITTEN SPECIFICATIONSPERMIT/BID SET 06/18/2020 19-167 6/18/2020 1:54:03 PM CENTURY FARM SELF STORAGE                            ” ” ” ” ” ” “” ”” ” ” ” SDSDSDMW MW MW MW SDSDSDSDSDWVWV WV WVWV WVWV WM S S CO SSCO SSCO S WVWV WVWVSSCO IRR IRR IRR WVNO PARKING J J TCOSOSJ TC TTTTTTTTTTTTTTTTTTTTTTTTTTC C C CCC C CC C OSTCTO FUTURE BACK OF CURB25' - 0" LANDSCAPE BUFFERTO FUTURE BACK OF CURB 10' - 0" 1 ————————— AS102 4 7 AS102 7 AS102 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 6 BUILDING 7 FI RE LANE FI RE LANE FI RE LANEFIRE LANEFI RE LANE 22 22 3 TO BUILDING #2 24' - 0" 2 2 4 4 2 2 2 4 2 4 2 22 2 4 2 4 2 2 2 2 22 22 5 2 2 2 TO BUILDING #1 24' - 0 1/2" 6 6 SETBACK 10' - 0" 7 6 7 7 SETBACK25' - 0"TO BUILDING #225' - 7"TO BUILDING #4 CORNER 16' - 6" TO BUILDING #3 CORNER 13' - 0 1/2" 6 SETBACK25' - 0"TO BULDING #111' - 6"7 SETBACK 23' - 2" SETBACK 10' - 0"TO BUILDING #326' - 0 1/2"SETBACK10' - 11 1/4"TO BUILDING #411' - 6"SETBACK10' - 11 1/2"TO BUILDING #511' - 6"29' - 10" 29' - 10" 29' - 10"30' - 4"29' - 7"29' - 7"38' - 10"SETBACK 23' - 2" 33' - 0" 33' - 0" 33' - 0" 8 TYP. 9 10 11 TYP. 12 12 13 TYP. 14 UNIT SIZE LEGEND 5' X 5' 5' X 10' 10' X 10' 10' X 15' 10' X 20' 10' X 25' 12' X 25' 13' X 25' 14' X 35' OFFICE CORRIDOR AS102 12 DISTANCE FROM ROADWAY33' - 1 7/8"EDGE OF PAVEMENT, AMITY ROAD 15 1' - 6 1/2" 2 2 TO BUILDING #4 CORNER 14' - 5" 2 2 2 2 2 20' - 0" 1' - 6"7' - 0"16 PARKING COUNT REQUIRED: 1 STALLS PER 500 sf GROSS OFFICE = 807 sf 807/500 = 2 STALLS 2 TOTAL STALLS REQUIRED 1 MINIMUM # OF ADA STALLS REQUIRED (1 VAN) PROVIDED: 3 TOTAL STALLS 2 STANDARD STALLS 1 STANDARD ADA VAN STALL BICYCLE PARKING COUNT REQUIRED: 1 PER 25 PARKING STALLS 1 REQUIRED PROVIDED: 2 BICYCLE PARKING STALLS, 1 RACK SITE INFORMATION ZONING:C-C LOCATION: PARCEL NUMBER: R8778730011 T/R/S: 3N 1W 10 LOT SIZE:169,305 SQ FT (3.89 ACRES) SETBACKS: FRONT 0' - 0" REAR 0' - 0" INTERIOR SIDE 0' - 0" STREET LANDSCAPE BUFFER: AMITY ROAD (NORTH) 25' - 0" RESIDENTIAL (SOUTH) 25' - 0" BUILDING 1:7,928 SF BUILDING 2:7,849 SF BUILDING 3: 14,220 SF BUILDING 4:5,820 SF BUILDING 5:7,075 SF BUILDING 6:8,597 SF BUILDING 7:8,597 SF BUILDING 8: 13,709 SF TOTAL BLDGs:73,795 SF BUILDING INFORMATION (INFORMATION INCLUDES OVERALL BUILDING FOOTPRINT - CIRCULATION, WALL THICKNESS, RENTABLE & NON-RENTABLE SPACES) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:19 AM CENTURY FARM SELF STORAGESITE PLAN & UNIT MATRIXAS1012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1" = 20'-0"1 SITE PLAN NORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXIT ONLY MAN GATE. SEE DETAIL 14/AS102. 2 BOLLARD, PER PLAN 2/AS102 3 VERTICAL PIVOT GATE AT MAIN ENTRY AS SPECIFIED. PROVIDE KNOX BOX FOR EMERGENCY VEHICLE ACCESS 4 ATYPICAL BOLLARD LOCATION, SEE DETAIL 3/AS102 5 ATYPICAL BOLLARD LOCATION - REFER TO DIMENSIONS ON SHEET A102A 6 PROPERTY LINE 7 BUILDING SETBACK 8 MANUAL GATE FOR EMERGENCY VEHICLE ACCESS. PROVIDE KNOX BOX FOR ACCESS. REFER TO DETAILS ON AS102 FOR FURTHER INFORMATION. FENCE PANEL MATERIAL TO BE FIBER CEMENT PANELS 9 ADA DESIGNATED PATH STRIPING 10 ADA VAN PARKING STALL 11 PARKING STALL 12 MECHANICAL UNITS SCREENED BY 8'0" HIGH METAL PANEL FENCE WALL - SEE DETAIL 8/AS102 13 WHEEL STOP 14 ADA PARKING SIGN - ADHERE TO EXTERIOR WALL FINISH 15 BICYCLE RACK 16 KEY PAD BOLLARD LOCATION. COORDINATE WITH ELECTRICAL. SITE PLAN GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR LIMITS OF CONSTRUCTION - CONTRACT LIMIT LINE IS FROM BACK OF CURB UNLESS NOTED OTHERWISE. 2. SEE CIVIL DRAWINGS FOR ALL GRADING, SITE WORK, UTILITY CONNECTIONS, RETAINING WALLS, ETC. - INFORMATION SHOWN HERE IS SCHEMATIC 3. SEE LANDSCAPING DRAWINGS FOR PLANTING AND IRRIGATION - INFORMATION SHOWN HERE IS SCHEMATIC 4. SEE ELECTRICAL DRAWINGS FOR UTILITY CONNECTIONS - INFORMATION SHOWN HERE IS SCHEMATIC 5. DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6. CONNECT ALL PRIMARY ROOF DRAINS TO UNDERGROUND DISCHARGE SYSTEM. COORDINATE WITH CIVIL DRAWINGS. BUILDING UNIT COUNT UNIT SIZE COUNT BUILDING 1 5' X 5' 16 5' X 10' 26 10' X 10' 19 10' X 15' 9 10' X 25' 1 71 BUILDING 2 5' X 5' 20 5' X 10' 30 10' X 10' 18 10' X 15' 11 10' X 25' 1 80 BUILDING 3 13' X 25' 4 14' X 35' 29 33 BUILDING 4 12' X 25' 23 23 BUILDING 5 10' X 20' 35 35 BUILDING 6 5' X 10' 2 10' X 10' 34 10' X 15' 32 68 BUILDING 7 5' X 10' 2 10' X 10' 34 10' X 15' 32 68 BUILDING 8 5' X 10' 4 10' X 10' 4 10' X 20' 64 72 TOTAL 450 num. description date 19' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3"4"4 " 3" WIDE PAINTED STRIPES (2) COATS WHITE BEDDED REFLECTIVE PAINT BACKGROUND PAINT (2) COATS BLUE PAINT STRIPING WHERE OCCURS CONCRETE CURB AT DIAGONAL PARKING WHERE OCCURS. 4" WIDE STRIPING, PAINT (2) COATS TRAFFIC YELLOW ALIGN WITH END OF STALL STRIPING 96" MIN.9' - 0"1"4"4"1"4"4" TYP. CONCRETE WALKBROOM FINISH TYP. TOOLED FINISH TYP. SEALANT TYP. CONCRETE WALK BROOM FINISH TYP. TOOLED FINISH TYP. NO RADIUS VOID CAP/ZIP STRIP 1/2" EXPANSION MATERIAL PROPERLY PREPARED AND COMPACTED BASE PROPERLY PREPARED AND COMPACTED BASE B TOOLED CONTROL JOINT DETAIL A VOID CAP\ZIP STRIP DETAIL B A B A B A NOTE TO CONTRACTOR:DETAIL "B" TO OCCUR MIN OF 10'-0" O.C.. IT IS PREFERRED THAT CONTROL JOINTS OCCUR DIRECTLY UNDER FRAMED WALLS WERE POSSIBLE TO MINIMIZE PUBLIC VIEW. VERIFY WITH ARCHITECT - CONTROL JOINT LAYOUT AS THEY RELATE TO INTERIOR WALL LOCATIONS BEFORE PROCEEDING DETAIL OCCURS 50'-0" O.C. ANY DIRECTION SAWCUT NO TOOLING 2'-9"1'-3"12"2'-0" 1 2 " 2'-0" 2' RAD 6" RAD 4" WIDE WHITE HANDICAP SYMBOL 4" WHITE BORDER INTERNATIONAL BLUE FEDERAL STANDARD # 15180 (BACKGROUND) PAINTED 6" STANDARD PIPE FILLED WITH CONCRETE#4 BAR FILLET WELD 3 "2"3"VAN ACCESSIBLE 1' - 0"1' - 6"5' - 0"1'-0" x 1'-6" x .080 ALUMINUM ACCESSIBLE PARKING SIGN. SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL AND "VAN ACCESSIBLE" WHERE APPLICABLE. NOTES: 1. SIGN TO BE PORCELAIN ON STEEL WITH A BEADED TEST. BOTTOM OF SIGN TO BE 60" ABOVE FINISHED GRADE. 2. SIGN TO CONFORM TO ANSI A117.1.1986 INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. LOCATED AT HEAD OF ALL ACCESSIBLE PARKING PLACES. ACCESSIBLE PARKING SIGN TO CONFORM TO CURRENT STATE, LOCAL CODES AND REGULATIONS. RESERVED PARKING CONCRETE BASE 4" CRUSHED ROCK 2' - 0"108'-0" T.O. WALL PRE-FINISHED SLOPED METAL CAP. PAINT P-1 FIBER CEMENT PANEL (FC-1) GALVANIZED 4X4" TUBE STEEL FENCE POST @ 5'-0" O.C. PAINT P-1 GALVANIZED FASTENERS, BOTH SIDES S L O P E SLOPE S L O P E 6"B-DECK METAL PANEL (PAINT P-1)3'-0"4'-0"GRADE LINE CONCRETE CAP6" DIA. STEEL PIPE X 7'-0" LONG CONCRETE FILLED, COVER WITH 1/4" PLASTIC SLEEVE (SAFETY YELLOW) BUILDING OR OBJECT TO BE PROTECTED PLAN VIEW 1' - 8" 1' - 0"1' - 0"6" X 1/4" TALL SLEEVE WELDED TO GATE (PAINT P-1) 6" DIA. x 1/4" PIPE BOLLARD CONCRETE FILLED (PAINT P-1 ) ASPHALT OR CONCRETE PER CIVIL GRAVEL BASE EARTH 8" x 1/4" TALL SLEEVE SPACER (PAINT P-1) CONCRETE 6" X 1/4" TALL SLEEVE WELDED TO GATE (PAINT P-1) 7'-0"1' - 4"3' - 8"4"6' - 8"DIA. 2' - 0" NOTE TO CONTRACTOR: ALL METAL TO RECEIVE POWER COAT FINISH AS102 10 24" DIA. 5'-0" EMBEDMENT, 3000 PSI CONCRETE (6) #5 VERTICALS & #3 TIES @ 12" O.C. FIBER CEMENT PANEL (FC-1) PAINTED WELDED METAL GATE FRAME (PAINT P-1) 6" DIA. x 1/4" PIPE BOLLARD, CONCRETE FILLED (PAINT P-1) STRIKE PIN ON STATIONARY SIDE REINFORCED FOOTING AND FOUNDATION. COORDINATE WITH STRUCT. LOCATE OIL ZERKS AT FRONT OF COLLARS (WITH GATE CLOSED) FOR OUTSIDE GATE POSTS FIBER CEMENT PANEL (FC-1). NOTE TO CONTRACTOR: ALL METAL TO RECEIVE POWER COAT FINISH AS102 9 8 A501 8 A501 4' - 2"2' - 2"EQ EQ EQ AS102 11 BUILDINGWALL AS SCHEDULED 2 x 2 x 1/4" STEEL FRAME PAINTED, PER LOCATION (PAINT P-1) HSS2X2X1/4 FRAME MEMBERS 1" DIA. STEEL PIN TACK WELD SO PIN CANNOT BE REMOVED METAL PIP/SLEEVE WELDED TO FRAME PIPE SLEEVE (FULL DEPTH OF CONCRETE) - SEE PLAN FOR LOCATIONS4"6"4"4"2" 6" x 1/4" TALL SLEEVE WELDED TO GATE (PAINT P-1) 6" DIA. x 1/4" PIPE BOLLARD - CONCRETE FILLED (PAINT P-1) 2 x 2 x 1/4" STEEL FRAME PAINTED, PER LOCATION (PAINT P-1) ASPHALT OR CONC. - VERIFY GRAVEL BASE EARTH 8" x 1/4" TALL SLEEVE SPACE (PAINT P-1)4"8"6"S L O P E SLOPE 1" X 1" X 3/16" BORDER ANGLE TO ATTACH FIELD PANEL. (PAINT P-1) NOTE TO CONTRACTOR: ALL METAL TO RECEIVE POWER COAT FINISH SELF TAPPING SCREWS @ 1'-0" O.C. PAINT FASTENER TO MATCH FIBER CEMENT PANEL ROD TYPE ESPAGNOLETTE FLAT BAR GUIDE TS2X2X3/16 DOOR STILES & RAILS (PAINT BLACK) TS2X2X3/16 DOOR STILES & RAILS (PAINT P-1) HEAVY DUTY ROD TYPE TANG W/ MORTISE HEAVY DUTY STEEL HINGE VERIFY WT. CAPACITY TANG STOP FLAT BAR TANG GUIDE 3'-0"4'-0"GRADE LINE CONCRETE CAP6" DIA. STEEL PIPE X 7'-0" LONG CONCRETE FILLED, COVER WITH 1/4" PLASTIC SLEEVE (SAFETY YELLOW) BUILDING OR OBJECT TO BE PROTECTED PLAN VIEW 1' - 8" 1' - 0" CENTERLINE OF WALL ALIGN CENTERLINE OF BOLLARD TO CENTERLINE OF EXTERIOR WALL GATE: 2"X2" TUBULAR FRAME W/ 1"X1' TUBE PICKERS @ MAX 6" O.C. PAINT BLACK APPLIED METAL SECURITY MESH AT GATE AND ADJACENT FIXED FENCE PANEL EXTEND FULL LENGTH OF EITHER SIDE LOCK SET. PAINT BLACK NOTE LEVER HARDWARE PER DISABLED ACCESS REQUIREMENTS, PANIC HARDWARE ON EXIT SIDE AS SPECIFIED ALL FENCE & GATE METAL TO BE FACTORY PRIMED, FIELD PAINTED. MIN. 10" HIGH SOLID KICK PLATE @ BOTH SIDES FTG. TYP10"6' - 0"TYP. 6" O.C. MAX MIN. CLEAR IN OPEN POSITION 3' - 0"2"7"2"4' - 6"2"5"VARIES CONCRETE BASE 4" CRUSHED ROCK 2' - 0"108'-0" T.O. WALL PRE-FINISHED SLOPED METAL CAP. PAINT P-1 B-DECK METAL PANEL, DARK BRONZE GALVANIZED 4X4" TUBE STEEL FENCE POST @ 5'-0" O.C. PAINT P-1 GALVANIZED FASTENERS, BOTH SIDES S L O P E SLOPE S L O P E EXTERIORINTERIOR 6"Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:30 AM CENTURY FARM SELF STORAGESITE DETAILSAS1022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/4" = 1'-0"4 ADA PARKING STALL SI-O-261" = 1'-0"14 CONCRETE JOINT DETAILS SI-O-051 1/2" = 1'-0"6 ADA STRIPING SYMBOL SI-O-023" = 1'-0"1 BOLLARD CROSS SECTION SI-O-033/4" = 1'-0"5 ACCESSIBLE PARKING SIGN AD-O-161 1/2" = 1'-0"7 FIBERCEMENT FENCE DETAIL 71/2" = 1'-0"2 BOLLARD SECTION SI-O-041/2" = 1'-0"11 FIRE GATE - END POST DETAIL 1/2" = 1'-0"12 FIRE GATE - FRONT ELEVATION 121 1/2" = 1'-0"9 FIRE GATE PIN - INTERIOR VIEW 1 1/2" = 1'-0"10 FIRE GATE SLEEVE DETAIL 1" = 1'-0"8 GATE ESPAGNOLETTE 9num. description date 1/2" = 1'-0"3 BOLLARD SECTION - ATYPICAL LOCATION SI-O-041" = 1'-0"13 MAN GATE ELEVATION 1 1/2" = 1'-0"15 METAL FENCE DETAIL 8 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:51:28 AM CENTURY FARM SELF STORAGEOVERALL BUILDING ELEVATIONSA1002929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCnum. description date EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. 1/16" = 1'-0"3 OVERALL ELEVATION - NORTH 1/16" = 1'-0"4 OVERALL ELEVATION - SOUTH 1/16" = 1'-0"1 OVERALL ELEVATION - WEST 1/16" = 1'-0"2 OVERALL ELEVATION - EAST 1H 1-12 1B 1-3 1-1 3 A301 3 A301 2 A301 2 A301 1 A301 1 A301 1A 1D 1F 1G 9' - 10"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"8' - 10"1' - 2"1-5 1-7 1-9 1-11 OFFICE 101 15'X10' 104 14'X10' 105 14'X10' 106 14'X10' 107 14'X10' 108 14'X10' 109 15'X10' 110 15'X10' 111 CORRIDOR 100 5'X10'1365'X10'1355'X10'1345'X10'1335'X9'1375'X10'1385'X10'1395'X10'1405'X10'1515'X10'1525'X10'1535'X9'1549'X10' 155 10'X10' 156 10'X10' 157 10'X10' 158 10'X10' 171 10'X10' 172 10'X10' 173 10'X20' 174 5'X10'1325'X10'1415'X10'1505'X10'1495'X10'1425'X10'1315'X10'1305'X10'1435'X10'1485'X10'1475'X10'1445'X10'12910'X10' 162 10'X10' 161 10'X10' 160 10'X10' 159 10'X10' 170 10'X10' 169 10'X10' 168 10'X10' 167 10'X10' 166 10'X10' 163 9'X10' 164 9'X10' 165 5'X9'1455'X10'1465'X5' 113 5'X5'1145'X5'1155'X5' 116 5'X5' 117 5'X5' 118 5'X5' 119 5'X5' 120 5'X5' 121 5'X5' 122 5'X5' 123 5'X5' 124 5'X5' 125 5'X5' 126 5'X5' 127 5'X5' 128TOILET 103 A101B 1 A101B2 A101B 4 A101B 3 112111113114115116135136137138153154155156110109117118134139152157172173174 151158140133119120121108107106105122123124125126141132131142149150159160170171169161148143130127104128129144147162167168101A145146163164165166101B100C 100B 100ACORRIDOR 100 W2 W2 MTL4-6 MTL3-4MTL4-6 MTL3-4MTL3-4MTL3-4MTL4-6 MTL3-4MTL3-4MTL3-4MTL4-6 MTL2-4 MTL2-4BMTL2-4 MTL2-4MTL2-4BMTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4MTL2-4MTL2-4 MTL2-4 MTL2-4 MTL2-4 MTL2-4 MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4 4' - 10"5' - 0"5' - 0"15' - 0"10' - 0"10' - 0"10' - 0"10' - 0"15' - 0"14' - 10 5/8" 1C 1E CLEAR 5' - 0"5' - 0"5' - 0" CLEAR 5' - 0"5' - 0"5' - 0" CLEAR 5' - 0"14' - 10 5/8"11" 84' - 10 5/8"109' - 10"1-2 1-4 CLEAR5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"CLEAR5' - 0"5' - 0"5' - 0"4' - 10"5' - 2"1-6 1-8 1-10 22 MTLF1-4 11"8' - 11"MTL2-4 B MTL2-42 MTL4-6BMTL2-4MTL2-42 2MTL2-6BMTL2-6BMTL2-4 B MTL2-4 B MTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4 B MTL2-4B2 13' - 11 5/8"11" 3333 3333 33 2' - 6"5' - 0"2' - 6"2' - 11"5' - 0"2' - 1"11 1/2"15' - 0"14' - 10 5/8" 11"20' - 0"8' - 11 5/8"5' - 9 3/8" 3" 10' - 5"4' - 5 3/4" W1 3333 3333 33MTL2-4BMTL2-4MTL2-4 B MTL2-4BMTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4MTL2-4 MTL2-44 2 16'X10' 112 A401 1 8 8 8 6' - 3"1' - 10 1/2" 7' - 6" 2' - 6" MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B 9 10 10 2' - 5"2' - 7"2' - 6"CLR.3' - 0"A105C30"9' - 10"/MATCHLINESEE: 2A105AA503 19 A503 20 A503 21 A503 17 SIM. A503 17 18 18 MTL2-4 B MTL2-4MTL2-4MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B 9 9 MTL2-4 B MTL2-4MTL2-4MTL2-419 MTL4-6BMTL4-6BMTL2-6BMTL2-4MTL2-418 MTL2-4MTL4-6BMTL2-6BMTL2-4MTL4-6 8 20 20 8 21 20 8 10 10 18 20 22 23 A503 20 MTL2-4 B MTL2-4 B MTL4-6 21TYP. 4 A502 19 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 SITE KEY PLAN 1H 1-12 1B 1-3 1-1 3 A301 3 A301 2 A301 2 A301 1D 1F 1G 1-5 1-7 1-9 1-11 1 1C 1E 1-2 1-4 1-6 1-8 1-10 5-2 5 5 11' - 7"6 109' - 0" 109' - 0" 7 7 7 7 7 77 7 7 7 7/MATCHLINESEE: 4A105A11 1/2" / 12"1/2" / 12"1/8" / 12"T.O. PARAPET 118' - 0" T.O. PARAPET 114' - 0" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 114' - 0" 12 26' - 0"14' - 7"13 14 15 T.O. PARAPET 116' - 6" 1211 T.O. PARAPET 116' - 6" 14 14 111' - 4" 16 1/2" / 12" 1/2" / 12" DECK BEARING 111' - 5" DECK BEARING 114' - 3 1/2" DECK BEARING 111' - 5" DECK BEARING 111' - 10" 16 DECK BEARING 114' - 7" DECK BEARING 114' - 4 1/2" T.O. WALL 108' - 0" 7 1/4" / 12"1/4" / 12"17 17 7 CONDITIONED AREA - STORAGE BUILDINGS B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:51:36 AM CENTURY FARM SELF STORAGEBUILDING 1 - FLOOR AND ROOF PLANS A101A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"1 BUILDING 1 - FLOOR PLAN NORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 RIGID ROOF INSULATION 0VER METAL DECKING - SEE DETAILS 2 ALIGN INSIDE FACE OF STUD 3 DIAMOND PLATE CORNER GUARD, TYP 4 BUILDING SETBACK 5 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 6 FABRICATED METAL CANOPY. REFER TO SECTION B - CAD DRAWINGS AND DETAILS OF THE PROJECT SPECIFICATIONS FOR CANOPY DETAIL. SHEET B4.1.2A 7 PRE-FINISHED METAL PARAPET CAP, BRONZE 8 BOLLARD, PER PLAN 2/AS102 9 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 10 ALIGN FINISHES 11 GUTTER - COLOR TO BE: P-1 12 PRE-FINISHED METAL FASCIA 13 ROOF DRAIN - COORDINATE WITH MECHANICAL 14 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 15 BUILDING ADDRESS LOCATION AS APPROVED BY FIRE MARSHALL. PROVIDE BACKING AS NEEDED 16 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 17 TAPERED CRICKET INSULATION 18 ADA PARKING SYMBOL 19 GOLF CART, O.F.O.I. 20 DOWNSPOUT - COLOR TO BE: P-7 21 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 22 8'-0" PREFINISHED FABRICATED METAL FENCE - REFER TO DETAIL 16/AS102 23 MECH. EQUIPMENT - COORDINATE WITH MECHANICAL FLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED 1/8" = 1'-0"2 BUILDING 1 - ROOF PLAN NORTH num. description date BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 SITE KEY PLAN LEVEL 1 100' -0" 1H 1B 3 A301 3 A301 1A1D1G MB-1 MB-1E-1 1.5" 1C1E T.O. WALL 118' - 0" T.O. WALL 114' - 0" T.O. WALL 118' - 0" MC-2 4 5 4 4 MC-2 5 6 T.O. WALL 116' - 6" MTL-1 1 8' - 0"EQ.8' - 0"8' - 0"EQ.1' - 4"1' - 4"13 MC-2MC-2 TYP. 6TYP./MATCHLINESEE: 4A105C18 19 LEVEL 1 100' -0" 1-12 1-3 1-1 2 A301 2 A301 1-51-71-91-11 MB-1 P-1 FC-1 E-1 1.5" FC-1 MB-1 1 T.O. WALL 116' - 6" P-1 1 1 1-21-41-61-81-10 5-1 T.O. WALL 118' - 0" T.O. WALL 118' - 0" W2W2 T.O. WALL 118' - 0" MC-2 44 MC-2P-1 6 MC-2 4MC-24 5 TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"EQ.7' - 0" 2' - 0" 7' - 0"EQ.1' - 4"13 T.O. WALL 116' - 6" EQ. 8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" EQ. 14 1' - 6 5/8"4' - 11 1/4" 8' - 0"5' - 0"8' - 0"6 TYP. TYP. 9 9 TYP. TYP. 19 9"8' - 10" AS102 13 LEVEL 1 100' -0" 1H1B 3 A301 3 A301 1 A301 1 A301 1A 1D 1G 101A 100A FC-1 MB-1 1C 1E T.O. WALL 118' - 0" P-1 2 T.O. WALL 116' - 6" 3 MC-24 MB-19 MC-2MC-244MC-2E-1 1.5" T.O. WALL 114' - 0" MC-2 P-1 174 4 3 4 8' - 0"MTL-1 MTL-1 MTL-1 10 11 4' - 0"4' - 0"4' - 0"EQ.8' - 0"8' - 0"EQ. 1' - 2 1/2" 8' - 0"8' - 0" 1' - 2 1/2" 13 16 12 TYP. 9 TYP./MATCHLINESEE: 6A105C8 66 13 13 19 2' - 0"9' - 1"9' - 1"2' - 10" 19 AS102 515 AS102 6 6 TYP. LEVEL 1 100' -0" 1-121-31-1 2 A301 2 A301 1-5 1-7 1-9 1-11 173 172 171 170 169 100B 168 167 166 165100C 1-2 1-4 1-6 1-8 1-105-25-1 T.O. WALL LOW 110' -6" 33 33 3 7 MC-2 MC-24 4MC-2 7 P-1 MF-1 MB-1 FC-1 P-1 MC-2 4 10' - 0"45' - 0"45' - 0" 88 MTL-1 8' - 0"MTL-1MC-2 MTL-1 MTL-1 MTL-1MTL-14 RSS-1 10 12 FC-1 RSS-1 T.O. WALL 118' - 0" MTL-1 MTL-1 T.O. WALL 118' - 0" T.O. WALL 116' - 6" T.O. WALL 118' - 0" T.O. WALL 116' - 6" 15 A502 11 TYP. 17 /MATCHLINESEE: 3A102BMTL-1 14 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:51:44 AM CENTURY FARM SELF STORAGEBUILDING 1 - ELEVATIONS AND SCHEDULES A101B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 2 FABRICATED METAL CANOPY. REFER TO SECTION B - CAD DRAWINGS AND DETAILS OF THE PROJECT SPECIFICATIONS FOR CANOPY DETAIL. SHEET B4.1.2A 3 BOLLARD, PER PLAN 2/AS102 4 PRE-FINISHED METAL PARAPET CAP, BRONZE 5 3/4" REVEAL FOR (4) MASONRY COURSES 6 3/4"X3/4" EIFS "V-SHAPED" REVEAL 7 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 8 DOWNSPOUT - COLOR TO BE: P-7 9 FIBER CEMENT PANEL METAL REVEAL PER MANUFACTURER 10 GUTTER - COLOR TO BE: P-1 11 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 12 PRE-FINISHED METAL FASCIA 13 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 14 ORNAMENTAL FENCE AND GATE 15 MECH. EQUIPMENT - COORDINATE WITH MECHANICAL 16 ADA PARKING SIGN - ADHERE TO EXTERIOR WALL FINISH 17 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 18 BUILDING ADDRESS LOCATION AS APPROVED BY FIRE MARSHALL. PROVIDE BACKING AS NEEDED 19 CANOPY HANGER ROD 1/8" = 1'-0"1 BUILDING 1 - NORTH ELEVATION 1/8" = 1'-0"2 BUILDING 1 - EAST ELEVATION 1/8" = 1'-0"4 BUILDING 1 - SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING 1 - WEST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. BUILDING 1 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET HARDWARE COMMENTS DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 1 DOOR WITH HOLLOW METAL FRAME 1 3' - 0" 7' - 0" 1 F HM PT --1 HM PT 10/A503 11/A503 -- DETAILS DESCRIBE GYPSUM CONDITION 4 DOOR #103 DOOR WITH HOLLOW METAL FRAME 1 3' - 0" 7' - 0" 1 F HM PT --1 HM PT 10/A503 11/A503 -- DETAILS DESCRIBE GYPSUM CONDITION 6 DOOR #104 DOUBLE DOOR WITH ALUMINUM FRAME 1 6' - 0" 8' - 0" 2 AM / AM ALUM PER MFR. GL-2T W1 ALUM PER MFR. 15/A503 15/A503 14/A503 DETAILS DESCRIBE STOREFRONT CONDITION 3 -- FULL-GLASS DOOR WITH HOLLOW METAL FRAME 1 3' - 0" 7' - 0" 1 FG HM PT GL-2T 1 HM PT 10/A503 11/A503 -- DETAILS DESCRIBE GYPSUM CONDITION 4 -- HALF-GLASS DOOR WITH HOLLOW METAL FRAME 1 3' - 0" 7' - 0" 1 G HM PT GL-2T 1 HM PT 8/A503 9/A503 -- DETAILS DESCRIBE EIFS CONDITION 1 -- HALF-GLASS DOOR WITH HOLLOW METAL FRAME 1 3' - 0" 7' - 0" 1 G HM PT GL-2T 1 HM PT 10/A503 11/A503 -- DETAILS DESCRIBE GYPSUM CONDITION 5 -- HALF-GLASS DOOR WITH HOLLOW METAL FRAME 2 3' - 0" 7' - 0" 1 G HM PT GL-2T 1 HM PT 12/A503 13/A503 -- DETAILS DESCRIBE METAL PANEL CONDITION 1 -- ROLL-UP DOOR 4'-0" W 19 4' - 0" 8' - 0" 1 OC-1 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR. 6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 -- ROLL-UP DOOR 8'-0" W 3 8' - 0" 8' - 0" 1 OC-2 MTL PER MFR.N/A PER MFR. PER MFR. PER MFR. 6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 -- ROLL-UP DOOR 8'-8" W 49 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR. 6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 -- num. description date J 4 A301 4 A301 5 A301 5 A301 2H2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 16'X11' 271 15'X10' 272 15'X10' 273 14'X10' 274 14'X10' 275 14'X10' 276 14'X10' 277 14'X10' 278 15'X10' 279 15'X10' 280 16'X11' 281 CORRIDOR 200 9'X10' 210 10'X10' 211 10'X10' 201 10'X10' 202 10'X10' 212 10'X10' 213 10'X10' 203 10'X10' 204 10'X10' 214 10'X10' 215 10'X10' 205 10'X10' 206 10'X10' 216 10'X10' 217 10'X10' 207 10'X10' 208 10'X10' 218 10'X10' 219 10'X25' 209 5'X9'2205'X9'2315'X10'2325'X10'2215'X10'2235'X10'2335'X10'2345'X10'2245'X10'2255'X10'2355'X10'2365'X10'2265'X10'2275'X10'2375'X10'2385'X10'2285'X10'2295'X10'2395'X10'2405'X10'2305'X10'2505'X10'2495'X10'2485'X10'2475'X10'2465'X10'2455'X10'2445'X10'2435'X10'2425'X10'2415'X5' 251 5'X5' 252 5'X5' 253 5'X5' 254 5'X5' 255 5'X5' 256 5'X5' 257 5'X5' 258 5'X5' 259 5'X5' 260 5'X5' 261 5'X5' 262 5'X5' 263 5'X5' 264 5'X5' 265 5'X5' 266 5'X5' 267 5'X5' 268 5'X5' 269 5'X5' 270210220211221232231241242223212233550202203213224234244245235225214204201205215226236237227216206207217228238239240230229218219208209246247248250249 281270269268267280279266265278264277263262261276260259258257256274275255273272271251252253254A102B 3 A102B 1 A102B2 A102B 4 A103C4 1111 1111 11 1111 1111 11 2 CORRIDOR 200 2A 15' - 0"10' - 0"10' - 0"10' - 0"10' - 0"15' - 0"14' - 10 3/4" 2C 2E CLEAR 5' - 0"5' - 0"5' - 0" CLEAR 5' - 0"5' - 0"5' - 0"5' - 0"4' - 6 1/4"10' - 4 1/2"11" 2-11 2-9 5' - 0"5' - 0"5' - 0"5' - 0"CLEAR5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"CLEAR5' - 0"5' - 0"5' - 0"5' - 0"5' - 4 1/2"2-7 2-5 2-3 10' - 4 1/2"11"13' - 11 7/8" 11" 4' - 11"9' - 11 3/4" 11" 3 3 3 84' - 10 3/4" 200A 200B 9' - 0"1' - 4 1/2"3 3 3 6"10' - 0"9 3 9 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 4 1/2"110' - 4 1/2"2-1 10 10 CLR. 1' - 10 1/2" 10 2"9' - 10"MTL4-6MTL2-4MTL2-4MTL2-4 MTL2-4 MTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4BMTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL4-6BMTL4-6BMTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL4-6BMTL4-6BMTL2-4MTL4-6 MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B MTL4-6 MTL2-4 MTL2-4BMTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4 MTL2-4 MTL2-4MTL2-4BMTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4BMTL2-4 MTL2-4 MTL2-4MTL2-4MTL2-4MTL2-4 MTL2-4BMTL2-4 MTL2-4MTL2-4BMTL2-4 MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B 2' - 6"2' - 6"11 12 12 /MATCHLINESEE: 2A103AA503 21 A503 17 A503 21 A503 17 A503 17 A503 21 A503 20 A503 17 MTL3-4MTL4-6 MTL2-4MTL2-4MTL2-4MTL2-4MTL2-4MTL2-6BMTL2-6BMTL2-6BMTL2-6B12 14 14 3 MTL2-4 B MTL2-4 B MTL2-4 B MTL2-4 B 10 2 10 11 14 11 11 12 MTLF1-4 CLR. 1' - 11 1/2" 2 10 14 15 6' - 10" 35' - 10 1/2"1' - 1"CLR.3' - 0"2' - 0 1/8"16 1' - 4" 17 A503 17 3 18TYP. 18 TYP. 19 7' - 0"1' - 6" A502 19 SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 4 A301 4 A301 5 A301 5 A301 2H2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 2A 2C 2E 2-11 2-9 2-7 2-5 2-3 1/2" / 12" 1/2" / 12" 1/2" / 12" 4 4 109' - 0" 5 109' - 0" 5 6 6 7 7 6 8 2-1 4 4 4 4 4 4 44 /MATCHLINESEE: 2A103B1/2" / 12"T.O. PARAPET 114' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 114' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 6" T.O. PARAPET 118' - 6" DECK BEARING 113' - 9 1/2" DECK BEARING 110' - 11" T.O. PARAPET 114' - 0" DECK BEARING 111' - 4 1/2" DECK BEARING 110' - 11" T.O. PARAPET 114' - 0" 4 4 13 4 T.O. WALL 108' - 0" 20 A502 CONDITIONED AREA - STORAGE BUILDINGS B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:51:50 AM CENTURY FARM SELF STORAGEBUILDING 2 - FLOOR AND ROOF PLANS A102A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNORTH 1/8" = 1'-0"1 BUILDING 2 - FLOOR PLAN NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 DIAMOND PLATE CORNER GUARD, TYP 2 DOWNSPOUT - COLOR TO BE: P-7 3 ALIGN INSIDE FACE OF STUD 4 PRE-FINISHED METAL PARAPET CAP, BRONZE 5 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 6 PRE-FINISHED METAL FASCIA 7 GUTTER - COLOR TO BE: P-1 8 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 9 BUILDING SETBACK 10 BOLLARD, PER PLAN 2/AS102 11 ALIGN FINISHES 12 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 13 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 14 ADA PARKING SYMBOL 15 MECH. EQUIPMENT - COORDINATE WITH MECHANICAL 16 ATYPICAL BOLLARD LOCATION 17 8'-0" PREFINISHED FABRICATED METAL FENCE - REFER TO DETAIL 16/AS102 18 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 19 KEY PAD BOLLARD LOCATION. COORDINATE WITH ELECTRICAL. FLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. 1/8" = 1'-0"2 BUILDING 2 - ROOF PLAN NORTH FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED num. description date SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 LEVEL 1 100' -0" 5 A301 5 A301 2H 2B2D2F2G FC-1 E-1 1.5" T.O. WALL 116' - 6" 2C2E T.O. WALL 114' - 0" T.O. WALL 114' - 0" T.O. WALL 118' - 6" MB-1 MC-2 2 3 MC-2 33 5 MC-2 MTL-18' - 0"6 6 209 9 MF-1 MC-2MTL-13 10 MTL-1 TYP.11' - 4"1' - 4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"8' - 0"EQ.8' - 0"8' - 0"EQ.EQ.8' - 0"8' - 0"8' - 0"EQ. T.O. WALL 118' - 0" 1/2" / 12" 6 11 /MATCHLINESEE: 3A103C5 TYP. 3 3 TYP. TYP. 7 13 15 AS102 13 10 LEVEL 1 100' -0" 4 A301 4 A301 2-102-12 2-8 2-6 2-4 2-2 MB-1 FC-1 FC-1 MB-1 1 P-1 1 P-1E-1 1.5" 2-11 2-9 2-7 2-5 2-3 2-1 2 MC-23 T.O. WALL 116' - 6" MC-2 33 T.O. WALL 116' - 6" 4 2 3MC-2 TYP.11' - 4"1' - 4"4' - 0"8' - 0"11' - 4"1' - 4"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"T.O. WALL 118' - 0" MC-2 T.O. WALL 114' - 0" MC-2 T.O. WALL 118' - 0" TYP. EQ.TYP. 8' - 0" TYP. 2' - 0" TYP. 8' - 0" TYP. EQ.EQ. 8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" EQ. 4 TYP./MATCHLINESEE: 2A101B5 5 TYP. TYP. 14 15 LEVEL 1 100' -0" 1H1B 5 A301 5 A301 1A 1D 1F 1G 2H2B2D2F2G E-2 FC-1 FC-1E-1 1.5" 2A 1C 1E2C2E T.O. WALL 116' - 6" T.O. WALL 114' - 0" T.O. WALL 118' - 6" 2 5 MC-2 MB-1 3 MC-23 MC-23 MTL-1 TYP.1' - 4"11' - 4"4' - 0"4' - 0"4' - 0"4' - 0"5' - 9"16' - 2 1/2"16' - 2 1/2"5' - 9" TYP. EQ. TYP. EQ.4' - 0"8' - 0"4' - 0"4' - 0"8' - 0"T.O. WALL 118' - 0" MC-2 5TYP./MATCHLINESEE: 5A103C4 4 TYP. TYP. T.O. WALL 120' - 0" LEVEL 1 100' -0" 4 A301 4 A301 2-10 2-122-82-62-42-2 201 200A 202 203 204 205 206 207 200B 208 2-112-92-72-52-3 T.O. WALL LOW 110' -6" 2-1 667 6 6 66 10' - 0"45' - 0"44' - 11"10' - 5 1/2" 7 8 8 P-1 MF-1 33 3 MC-2 MB-1 2 MC-2 3 T.O. WALL 114' - 0" MTL-1MTL-1 MC-2 MTL-1 MTL-1 ?MC-2 T.O. WALL 116' - 6" T.O. WALL 114' - 0" T.O. WALL 116' - 6"T.O. WALL 118' - 0" T.O. WALL 116' - 6" FC-1 MTL-1 MTL-1 9 11 RSS-1 T.O. WALL 118' - 0" 128' - 0"MC-2 3 A502 11 TYP. MTL-1 3/MATCHLINESEE: 3A101B15 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:51:59 AM CENTURY FARM SELF STORAGEBUILDING 2 - ELEVATIONS AND SCHEDULES A102B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 2 3/4" REVEAL FOR (4) MASONRY COURSES 3 PRE-FINISHED METAL PARAPET CAP, BRONZE 4 FIBER CEMENT PANEL METAL REVEAL PER MANUFACTURER 5 3/4"X3/4" EIFS "V-SHAPED" REVEAL 6 BOLLARD, PER PLAN 2/AS102 7 DOWNSPOUT - COLOR TO BE: P-7 8 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 9 GUTTER - COLOR TO BE: P-1 10 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 11 PRE-FINISHED METAL FASCIA 12 MECH. EQUIPMENT - COORDINATE WITH MECHANICAL 13 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 14 KEY PAD BOLLARD LOCATION. COORDINATE WITH ELECTRICAL. 15 ORNAMENTAL FENCE AND GATE 1/8" = 1'-0"1 BUILDING 2 - NORTH ELEVATION 1/8" = 1'-0"2 BUILDING 2 - EAST ELEVATION 1/8" = 1'-0"4 BUILDING 2 - SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING 2 - WEST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. BUILDING 2 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 2 HALF-GLASS DOOR WITH HOLLOW METAL FRAME 2 3' - 0" 7' - 0" 1 G HM PT GL-2T 1 HM PT 12/A503 13/A503 -- DETAILS DESCRIBE METAL PANEL CONDITION 1 ROLL-UP DOOR 4'-0" W 24 4' - 0" 8' - 0" 1 OC-1 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 ROLL-UP DOOR 8'-8" W 56 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date 5 A302 5 A302 14'X34' 315 14'X34' 316 14'X34' 317 14'X35' 318 14'X35' 319 14'X34' 320 14'X34' 321 14'X34' 322 325 324 322 321 320 319 318 317 316323 315 A103C 3 A103C 2 A103C 6 6 A302 6 A302 3P 12' - 10"13' - 0"13' - 0"13' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0" 3O3N3M3L3K3J3I3H3G3F3D3C 13'X25' 329 13'X24' 327 13'X24' 326 3B 14'X34' 323 14'X35' 324 3E 14'X35' 325 3A 3-3 205' - 10" 3-2 25' - 0"10' - 0"11"24' - 1"11"34' - 1"13'X25' 328 329 328 327 326 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTLF3-4 1 111 2 2 3-1 35' - 0"3 /MATCHLINESEE: 2A103A2 A302 2 A302 11"34' - 1"A503 22 A503 22 A503 22 5 6 / MATCHLINE SEE: 2 A104A 1 MTL3-4MTL3-4MTL3-4 TYP. 4 7 TYP. 7 7 3 7 8 TYP. 8 TYP. TYP. 1 A302 1 A302 14'X35' 300 14'X35' 301 14'X34' 302 14'X34' 303 14'X34' 304 14'X34' 305 14'X35' 306 14'X34' 308 14'X34' 309 14'X34' 310 14'X34' 311 14'X35' 313 14'X34' 314 312 311 310 309 308 307 306 305 304 303 302 301 300 A103C 1 A103C 5 A103C4 2A3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD 14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"13' - 10" 209' - 10" 14'X35' 312 3-3 MTLF3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 314 313 14'X35' 307 11"34' - 1"11"34' - 1"11"34' - 1"11111 2 3-1 35' - 0"4 /MATCHLINESEE: 1A103A/MATCHLINESEE: 1A102A5 A302 5 A302 A503 17 A503 22 A503 22 TYP.TYP.A503 22 7 3 7 7 3 7 7 38 TYP. 9 9 1 MTLF1-4 TYP. SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:03 AM CENTURY FARM SELF STORAGEBUILDING 3 - FLOOR PLANS A103A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ALIGN INSIDE FACE OF STUD 2 BUILDING SETBACK 3 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 4 BOLLARD, PER PLAN 2/AS102 5 ALIGN FINISHES 6 8'-0" PREFINISHED FABRICATED METAL FENCE - REFER TO DETAIL 8/AS102 7 DOWNSPOUT - COLOR TO BE: P-7 8 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 9 ADA PARKING SYMBOL 1/8" = 1'-0"1 BUILDING 3 - FLOOR PLAN - WEST 1/8" = 1'-0"2 BUILDING 3 - FLOOR PLAN - EAST FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 14. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 15. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 16. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 17. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED num. description date NORTH NORTH SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 5 A302 5 A302 6 A302 6 A302 1 3P3O3N3M3L3K3J3I3H3G3F3D3C3B3E3A 3-3 3-2 1/2" / 12"1/2" / 12"2 3 3 3 3 3 3 3-1 /MATCHLINESEE: 2A103BT.O. PARAPET 119' - 0" T.O. PARAPET 121' - 0" T.O. PARAPET 119' - 0" T.O. PARAPET 121' - 0" T.O. PARAPET 117' - 2" T.O. PARAPET 118' - 0" T.O. PARAPET 118' - 0" 2 A302 2 A302 4 442 / MATCHLINE SEE: 4 A104A T.O. WALL 108' - 0" 1 1/2" / 12"1/2" / 12"DECK BEARING 115' - 11 1/2" T.O. WALL 114' - 11" DECK BEARING 116' - 11" DECK BEARING 118' - 4 1/2" 3 3 1 A302 1 A302 1 2A3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD 3-3 2 1/2" / 12"1/2" / 12"3333 3-1 3 /MATCHLINESEE: 1A103B/MATCHLINESEE: 2A102AT.O. PARAPET 121' - 0" T.O. PARAPET 119' - 0" T.O. PARAPET 119' - 0" T.O. PARAPET 121' - 0" T.O. PARAPET 119' - 0" T.O. PARAPET 120' - 0" 4 4 2 4 DECK BEARING 116' - 11" DECK BEARING 118' - 4 1/2" 1 T.O. PARAPET 118' - 6" 33 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:05 AM CENTURY FARM SELF STORAGEBUILDING 3 - ROOF PLANS A103B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCROOF PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 11. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 12. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 13. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 14. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 2 GUTTER - COLOR TO BE: P-1 3 PRE-FINISHED METAL PARAPET CAP, BRONZE 4 PRE-FINISHED METAL FASCIA FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED 1/8" = 1'-0"1 BUILDING 3 - ROOF PLAN - WEST 1/8" = 1'-0"2 BUILDING 3 - ROOF PLAN - EAST num. description date NORTH NORTH SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 LEVEL 1 100' -0" 1 A302 1 A302 300 301 302 303 304 305 306 307 308 309 310 311 312 2A 3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD 313 314 P-1 MF-1 T.O. WALL 120' - 0" T.O. WALL 119' - 0" T.O. WALL 121' - 0" T.O. WALL 119' - 0" T.O. WALL 121' - 0" T.O. WALL 119' - 0" MC-2 1 MC-2 1 MC-2MTL-1 1 MC-2 1 MTL-1 MC-2 1 14' - 0"42' - 0"42' - 0"42' - 0"42' - 0"27' - 10" 2 23 5 7 A502 11 LOW PARAPET 117' -0" 772 RSS-1 2 8 TYP. 2 6 /MATCHLINESEE: 1A102B/MATCHLINESEE: 3A103CMTL-1 MTL-1 MTL-1 10 MC-2 1 LEVEL 1 100' -0" 5 A302 5 A302 315 323316317318319320321322 324 325 3P 3O 3N 3M 3L 3K 3J 3I 3H 3G 3F 3D 3C 3B3E 3A 51' - 10"42' - 0"42' - 0"42' - 0"28' - 0" 2 2 MC-2 MC-2 MTL-1 MC-2 MTL-1 MC-2 MC-2 MTL-1 MTL-1 P-1 326 327 328 329 1 11 1 1 37 MTL-1 5 MTL-1 A502 11 7 LOW PARAPET 117' -0" 2 A302 2 A302 22 T.O. WALL 121' - 0" T.O. WALL 117' - 0" T.O. WALL 118' - 0" T.O. WALL 118' - 11" T.O. WALL 121' - 0" T.O. WALL 118' - 11" 8 TYP. 6 5 6/MATCHLINESEE: 1A103CMTL-1 MTL-1 8 TYP. MC-21 T.O. WALL 108' - 0" MC-2 LEVEL 1 100' -0" 1 A302 1 A302 FC-2 E-2 1.5" FC-1 2A3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD T.O. WALL 120' - 0" T.O. WALL 119' - 0" T.O. WALL 121' - 0" T.O. WALL 121' - 0" T.O. WALL 119' - 0" MC-2MC-2MC-2 E-1 1.5" MC-2E-1 1.5" MC-2 FC-1 4 TYP. 1 1 11 1 1' - 4"11' - 4"4' - 0"8' - 0"4' - 0"TYP.4' - 0"TYP.8' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"8' - 0"4' - 0"TYP.2' - 0"TYP.6' - 0"TYP.4' - 0"TYP.4' - 0"T.O. WALL 119' - 0" TYP. EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. EQ. TYP. EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. EQ. TYP. EQ. TYP. 8' - 0" TYP. 4' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. 4' - 0" TYP., 8' - 0" TYP. EQ. TYP. EQ. TYP. 10' - 6" TYP. 10' - 6" TYP. EQ. 9 9 TYP. TYP. 4 4 TYP. TYP. 4 TYP. 9 9 TYP. TYP./MATCHLINESEE: 6A103C/MATCHLINESEE: 4A102BMC-2 1 LEVEL 1 100' -0" 5 A302 5 A302 E-2 1.5" 3P3O3N3M3L3K3J3I3H3G3F3D3C3B3E3A T.O. WALL 121' - 0" T.O. WALL 119' - 0" T.O. WALL 121' - 0" T.O. WALL 119' - 0" MC-2 E-2 1.5" MC-2 FC-1 11 FC-2 MC-2 1 MC-2 E-1 1.5" 1 MC-2 FC-1 1 4 TYP. FC-1 2 A302 2 A302 T.O. WALL 118' - 0" EQ.8' - 0" 2' - 0" 8' - 0"EQ. 4 TYP. 9 9 TYP. TYP. 9 9 4 4 TYP. TYP./MATCHLINESEE: 5A103CFC-1 TYP. TYP. MC-2 1 T.O. WALL 108' - 0" MC-2 4' - 0"2' - 0"4 LEVEL 1 100' -0" 6 A302 6 A302 3-3 3-2 3-1 1/2" / 12"561MC-2 3 7 MTL-1 8' - 0"MTL-1 MF-1 2 LEVEL 1 100' -0" 6 A302 6 A302 3-33-23-1 E-2 1.5" MC-2 T.O. WALL 118' - 0"T.O. WALL 121' - 0" MF-1 5 3 1 7 T.O. WALL 116' - 0" 6 11' - 4"1' - 4"EQ.10' - 6"10' - 6"EQ. 9 9 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:15 AM CENTURY FARM SELF STORAGEBUILDING 3 - ELEVATIONS & SCHEDULES A103C2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 PRE-FINISHED METAL PARAPET CAP, BRONZE 2 DOWNSPOUT - COLOR TO BE: P-7 3 BOLLARD, PER PLAN 2/AS102 4 FIBER CEMENT PANEL METAL REVEAL PER MANUFACTURER 5 GUTTER - COLOR TO BE: P-1 6 PRE-FINISHED METAL FASCIA 7 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 8 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 9 3/4"X3/4" EIFS "V-SHAPED" REVEAL 10 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. 1/8" = 1'-0"1 BUILDING 3 - NORTH ELEVATION - WEST HALF 1/8" = 1'-0"3 BUILDING 3 - NORTH ELEVATION - EAST HALF 1/8" = 1'-0"5 BUILDING 3 - SOUTH ELEVATION - EAST HALF 1/8" = 1'-0"6 BUILDING 3 - SOUTH ELEVATION WEST HALF 1/8" = 1'-0"4 BUILDING 3 - EAST ELEVATION 1/8" = 1'-0"2 BUILDING 3 - WEST ELEVATION BUILDING 3 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZIN G TYPE MATERIAL FINISHW H T BUILDING 3 ROLL-UP DOOR 10'-0" W 4 10' - 0" 12' - 0" 0' - 3" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR. 6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 ROLL-UP DOOR 12'-0" W 26 12' - 0" 14' - 0" 0' - 3" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR. 6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date 12'X25' 409 12'X25' 410 12'X24' 413 12'X25' 415 12'X25' 416 12'X25' 417 12'X26' 418 40941041341441541641741812'X24' 412 412MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-44-10 4-11 4-12 4-13 4-14 4-15 4-16 4-17 4-18 4-19 11' - 10"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"4-20 12'X24' 411 119' - 10"24' - 0 1/2"11" 24' - 11 1/2"11 1/2"MTL3-4MTL3-4MTL3-4MTL3-41 1 1 12'X25' 414 2 A104B 4 A104B3 A104B 2 / MATCHLINE SEE: 1 A104A 4 A302 4 A302 3 A302 3 A302 A503 17 A503 22 8 8 9 10 11 9 11 11 / MATCHLINE SEE: 1 A103A 12 13 14 TYP. A503 18 4-1 4B4A 4 A302 4 A302 7 A302 7 A302 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 1/2" / 12" 1/2" / 12" 1/2" / 12" 3 4 5 6 6 6 / MATCHLINE SEE: 4 A104A 3 A302 3 A302 T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 0" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 0" 7 6 6 /MATCHLINESEE: 3A105ADECK BEARING 112' - 11" DECK BEARING 113' - 11 1/2" 6 T.O. WALL 108' - 0" 4B4A 4-10 4-11 4-12 4-13 4-14 4-15 4-16 4-17 4-18 4-19 4-20 1/2" / 12" 1/2" / 12" 1/2" / 12" 3 4 6 6 6 / MATCHLINE SEE: 3 A104A 4 A302 4 A302 3 A302 3 A302 T.O. PARAPET 116' - 0" T.O. PARAPET 118' - 0" T.O. PARAPET 116' - 0" T.O. PARAPET 118' - 0" T.O. PARAPET 118' - 0" 5 DECK BEARING 113' - 11 1/2" DECK BEARING 112' - 11" T.O. WALL 108' - 0" / MATCHLINE SEE: 1 A103B 6 6 6 SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 4-1 4B4A 4 A302 4 A302 7 A302 7 A302 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 12'X26' 400 12'X25' 401 12'X25' 402 12'X25' 403 12'X25' 404 12'X24' 405 12'X24' 406 12'X25' 407 12'X25' 408 40040140240340440540640740812' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"11' - 10"4 1/2"24' - 11 1/2"9 1/2"107' - 10"1 1 1 24' - 0 1/2"11"MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-42 2 A104B 1 11' - 8"2"/ MATCHLINE SEE: 2 A104A 3 A302 3 A302 A501 14 SIM A503 21 A503 17 15 16 /MATCHLINESEE: 1A105A11 9 11 14 TYP. A503 18 B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:19 AM CENTURY FARM SELF STORAGEBUILDING 4 - FLOOR AND ROOF PLANS A104A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ALIGN INSIDE FACE OF STUD 2 BUILDING SETBACK 3 GUTTER - COLOR TO BE: P-1 4 PRE-FINISHED METAL FASCIA 5 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 6 PRE-FINISHED METAL PARAPET CAP, BRONZE 7 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 8 ADA PARKING SYMBOL 9 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 10 BOLLARD, PER PLAN 2/AS102 11 DOWNSPOUT - COLOR TO BE: P-7 12 6'-0" PREFINISHED FABRICATED METAL FENCE 13 ALIGN FINISHES 14 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 15 MANUAL GATE FOR EMERGENCY VEHICLE ACCESS. PROVIDE KNOX BOX FOR ACCESS. REFER TO DETAILS ON AS102 FOR FURTHER INFORMATION. FENCE PANEL MATERIAL TO BE FIBER CEMENT PANELS 16 8'-0" PREFINISHED FABRICATED METAL FENCE - REFER TO DETAIL 8/AS102 FLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. 1/8" = 1'-0"2 BUILDING 4 - FLOOR PLAN -SOUTH NORTH 1/8" = 1'-0"3 BUILDING 4 - ROOF PLAN - NORTH 1/8" = 1'-0"4 BUILDING 4 - ROOF PLAN - SOUTH NORTHNORTHNORTH 1/8" = 1'-0"1 BUILDING 4 - FLOOR PLAN -NORTH FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED num. description date SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 LEVEL 1 100' -0" 4B 4A MB-1 5 7 T.O. WALL 118' - 0" MC-2 3 9 FC-18' - 0"/MATCHLINESEE: 2A105CEQ.6' - 0"EQ.EQ.6' - 0"EQ. 11 TYP. 11TYP.4' - 0"2' - 0"11 LEVEL 1 100' -0" 4B4A MC-2 E-2 1.5" 3 2 4 1 T.O. WALL 118' - 0" 2 8 MTL-1 /MATCHLINESEE: 5A105CT.O. WALL 108' - 0" MC-2 11 LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 4-1 4 A302 4 A302 7 A302 7 A302 4-24-34-44-54-64-74-84-94-104-114-124-134-144-154-164-174-184-194-20 11' - 10"48' - 0"48' - 0"48' - 0"48' - 0"23' - 10" 1112 T.O. WALL 116' - 0" T.O. WALL 116' - 0" T.O. WALL 116' - 0" MTL-1 MTL-1 P-1 MF-1 RSS-1 MTL-1 MB-1 3 4 400401402403404405406407408409410D111412413414415416417418 MC-2MTL-1 MTL-1MC-2MTL-1MC-2MTL-1MC-2MTL-1MC-2 MTL-1 3 3 3 3 33 MC-2 3 A302 3 A302 A502 11 21 T.O. WALL 118' - 0" T.O. WALL 118' - 0" T.O. WALL 118' - 0" T.O. WALL 118' - 0" TYP. 3 MC-2 7 18 10 T.O. WALL 108' - 0" TYP. 9 7 7 T.O. WALL 108' - 0" 4-1 4 A302 4 A302 7 A302 7 A302 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 4-11 4-12 4-13 4-14 4-15 4-16 4-17 4-18 4-19 4-20 FC-1 E-1 1.5"MC-2 E-2 1.5" E-1 1.5" MC-2 FC-1 MC-2 MC-2 E-2 1.5" FC-1 MC-2MB-1 T.O. WALL 116' - 0" T.O. WALL 118' - 0" T.O. WALL 116' - 0" T.O. WALL 118' - 0" T.O. WALL 116' - 0" T.O. WALL 118' - 0" 5 6 TYP. 3 33 33 3 3 A302 3 A302 1' - 4"11' - 4"TYP.11' - 4"TYP.1' - 4"EQ.8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"EQ.TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP. EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. 2' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. EQ.TYP.4' - 0"TYP.8' - 0"TYP.4' - 0"EQ.6' - 6"EQ.EQ.8' - 0"8' - 0"8' - 0"EQ. T.O. WALL 118' - 0" EQ.8' - 0"8' - 0"EQ. MC-2 MC-2 /MATCHLINESEE: 2A103C3 11' - 4"1' - 4"11 11 6 6 6 TYP. TYP. TYP. TYP. TYP. T.O. WALL 108' - 0" MC-2 3 2' - 0"4' - 0"EQ.8' - 0"8' - 0"EQ. 11 11 TYP. TYP. EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:26 AM CENTURY FARM SELF STORAGEBUILDING 4 - ELEVATIONS & SCHEDULES A104B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 DOWNSPOUT - COLOR TO BE: P-7 2 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 3 PRE-FINISHED METAL PARAPET CAP, BRONZE 4 GUTTER - COLOR TO BE: P-1 5 3/4" REVEAL FOR (4) MASONRY COURSES 6 3/4"X3/4" EIFS "V-SHAPED" REVEAL 7 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 8 BOLLARD, PER PLAN 2/AS102 9 MANUAL GATE FOR EMERGENCY VEHICLE ACCESS. PROVIDE KNOX BOX FOR ACCESS. REFER TO DETAILS ON AS102 FOR FURTHER INFORMATION. FENCE PANEL MATERIAL TO BE FIBER CEMENT PANELS 10 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 11 FIBER CEMENT PANEL METAL REVEAL PER MANUFACTURER EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. 1/8" = 1'-0"1 BUILDING 4 - NORTH ELEVATION 1/8" = 1'-0"2 BUILDING 4 - SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING 4 - EAST ELEVATION 1/8" = 1'-0"4 BUILDING 4 - WEST ELEVATION BUILDING 4 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 4 ROLL-UP DOOR 8'-8" W 19 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date 1-3 5 A303 5 A303 1A 10'X19' 518 10'X19' 519 10'X19' 520 10'X20' 521 10'X20' 522 10'X20' 523 10'X19' 524 10'X19' 525 10'X19' 526 10'X19' 527 10'X20' 528 10'X20' 529 10'X20' 530 10'X19' 531 10'X19' 532 10'X19' 533 10'X19' 534 534533532531530529528527526525524523522521520519518 A105C 4 A105C 6 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 5S 5T 5U 5V 5W 5X 5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" MTLF1-411"18' - 11"11"18' - 11"1 1 1 1 5-2 5-1 170' - 0"19' - 10"2 A105C3 /MATCHLINESEE: 1A105A/MATCHLINESEE: 1A101AA503 22 A503 19 A503 22 8 10 8 10 10 8 10 11 10 12 12 9TYP.11"18' - 11"TYP.TYP. 1 1-3 1-1 4 A303 4 A303 1 A303 1 A303 10'X20' 500 10'X20' 501 10'X20' 502 10'X19' 503 10'X19' 504 10'X19' 505 10'X19' 506 10'X20' 507 10'X20' 508 10'X20' 509 10'X19' 510 10'X19' 511 10'X19' 512 10'X19' 513 10'X20' 514 10'X20' 515 10'X20' 516 10'X19' 517 517516515514513512511510509508507506505504503502501500 A105C 5 A105C 1 A105C 2 6 A303 6 A303 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5S 9' - 11 1/2"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 179' - 11 1/2"18' - 11"11"11"18' - 11"11"18' - 11"1 1 1 1 1 5-2 5-1 2 819' - 10"/MATCHLINESEE: 2A105AA501 14 A503 22 A503 22 A503 21 9 10111010108 TYP. TYP. 8 /MATCHLINESEE: 1A104ATYP.13 1 SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 1-3 4 A303 4 A303 1 A303 1 A303 6 A303 6 A303 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5S 5-2 5-1 3 1/2" / 12"1/2" / 12"4 3 5 6 7 /MATCHLINESEE: 2A101A109' - 0"108' - 0" T.O. PARAPET 118' - 0" T.O. PARAPET 112' - 6" T.O. PARAPET 115' - 0" T.O. PARAPET 112' - 6" T.O. PARAPET 116' - 0" T.O. PARAPET 112' - 6" 44444 4 /MATCHLINESEE: 3A104ADECK BEARING 111' - 8 1/2" DECK BEARING 110' - 11" 4 T.O. WALL 108' - 0" 5 A303 5 A303 1A5S5T5U5V5W5X5Y5Z5AA5BB5CC5DD5EE5FF5GG5HH5II 5-2 5-1 1/2" / 12"1/2" / 12"4 3 3 5 6 7 44 4 4 4 /MATCHLINESEE: 3A105A/MATCHLINESEE: 2A101AT.O. PARAPET 112' - 6" T.O. PARAPET 116' - 0" T.O. PARAPET 112' - 6" T.O. PARAPET 115' - 0" T.O. PARAPET 112' - 6" T.O. PARAPET 118' - 0"109' - 0"109' - 0" 7 6 4DECK BEARING 111' - 8 1/2" DECK BEARING 110' - 11" B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:31 AM CENTURY FARM SELF STORAGEBUILDING 5 - FLOOR AND ROOF PLANS A105A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"2 BUILDING 5 - FLOOR PLAN - EAST 1/8" = 1'-0"1 BUILDING 5 - FLOOR PLAN - WEST FLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ALIGN INSIDE FACE OF STUD 2 BUILDING SETBACK 3 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 4 PRE-FINISHED METAL PARAPET CAP, BRONZE 5 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 6 GUTTER - COLOR TO BE: P-1 7 PRE-FINISHED METAL FASCIA 8 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 9 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 10 DOWNSPOUT - COLOR TO BE: P-7 11 BOLLARD, PER PLAN 2/AS102 12 ADA PARKING SYMBOL 13 8'-0" PREFINISHED FABRICATED METAL FENCE - REFER TO DETAIL 8/AS102 FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED NORTH NORTH num. description date 1/8" = 1'-0"3 BUILDING 5 - ROOF PLAN - WEST 1/8" = 1'-0"4 BUILDING 5 - ROOF PLAN - EAST NORTH NORTH LEVEL 1 100' -0" 5 A303 5 A303 1A FC-2 MB-1 E-1 1.5" FC-1 E-1 1.5" FC-1P-1 P-1 T.O. WALL 116' - 0" 1 1 5S5T5U5V5W5X5Y5Z5AA5BB5CC5DD5EE5FF5GG5HH5II T.O. WALL 112' - 6" T.O. WALL 115' - 0" T.O. WALL 112' - 6" MC-2MC-2MC-2MC-2MC-2 3 TYP. 44444 MC-2 4 T.O. WALL 112' - 6" 2 3 TYP./MATCHLINESEE: 2A105C/MATCHLINESEE: 1A101B11 11 TYP. TYP. 3 3 TYP. TYP. T.O. WALL 118' - 0" LEVEL 1 100' -0" 4 A303 4 A303 1 A303 1 A303 6 A303 6 A303 FC-1 E-1 1.5" FC-1 FC-2P-1? T.O. WALL 116' - 0" 1 1 5A5B5C5D5E5F5G5H5I5J5K5L5M5N5O5P5Q5R5S T.O. WALL 118' - 0" T.O. WALL 115' - 0" T.O. WALL 112' - 6" E-1 1.5" MB-1 MC-2MC-2 MC-2 2 3 TYP. MC-2 MC-2444 44 T.O. WALL 112' - 6"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.8' - 0"TYP.4' - 0"TYP.4' - 0"TYP.4' - 0"TYP.11' - 4"TYP.1' - 4"TYP. EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. EQ. TYP. EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. 2' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. EQ.EQ. TYP. 8' - 0" TYP. 8' - 0" TYP. 4' - 0" TYP. 8' - 0" TYP. 8' - 0" TYP. EQ. MC-2 4 T.O. WALL 112' - 6" 3 TYP./MATCHLINESEE: 4A105C/MATCHLINESEE: 1A104BEQ.6' - 0"6' - 0"EQ. FC-1 4' - 0"2' - 0"2' - 0"4 3 3 11 11 TYP. TYP. 3 3 TYP. TYP. MC-2 T.O. WALL 108' - 0" LEVEL 1 100' -0" 1 A303 1 A303 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 6 A303 6 A303 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5S T.O. WALL LOW 110' -6" 566 9' - 11 1/2"40' - 0"50' - 0"50' - 0"30' - 0" 7 MTL-1 P-1 MF-1 RSS-1 MC-2 MTL-1 MC-2 T.O. WALL 116' - 0" T.O. WALL 112' - 6" T.O. WALL 115' - 0" T.O. WALL 112' - 6" MC-2MC-2 MTL-1MC-2 MTL-1 MB-1 2 MTL-1 MTL-1 MTL-1 A502 11 T.O. PARAPET 112' - 6" 65 6 TYP. 4 4 4 4 T.O. WALL 118' - 0" MC-24 5 10 /MATCHLINESEE: 6A105C8 9/MATCHLINESEE: 2A104BTYP. 4 LEVEL 1 100' -0" 5 A303 5 A303 1A 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 5S 5T 5U 5V 5W 5X 5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II T.O. WALL LOW 110' -6" 518 20' - 0"50' - 0"50' - 0"50' - 0" 5 6 7665 T.O. WALL 112' - 6" T.O. WALL 116' - 0" T.O. WALL 112' - 6" T.O. WALL 115' - 0" T.O. WALL 112' - 6" MC-2 MC-2 MTL-1 MC-2 MC-2 MC-2 P-1 RSS-1 MF-1 MTL-1 44 4 44 MTL-1 MC-2 MTL-1 MTL-1 MTL-1 A502 11 6 65 TYP. 10 /MATCHLINESEE: 4A101B/MATCHLINESEE: 5A105C4 8 9 TYP. 12 LEVEL 1 100' -0" 1-31-1 5-25-1 7 82 1 MB-1 5 T.O. WALL 118' - 0" MC-24 7 SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 LEVEL 1 100' -0" 1-3 1-11-25-2 5-1 77 6 5 MTL-1 MTL-1 9 1 T.O. PARAPET 118' - 0" T.O. WALL 109' - 9" MC-2 4 MF-1 8 TYP. EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:40 AM CENTURY FARM SELF STORAGEBUILDING 5 - ELEVATIONS & SCHEDULES A105C2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"4 BUILDING 5 - NORTH ELEVATION - WEST HALF 1/8" = 1'-0"2 BUILDING 5 - NORTH ELEVATION - EAST HALF 1/8" = 1'-0"5 BUILDING 5 - SOUTH ELEVATION - WEST HALF 1/8" = 1'-0"6 BUILDING 5 - SOUTH ELEVATION - EAST HALF 1/8" = 1'-0"1 BUILDING 5 - WEST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSIM ILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATI ONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL AWNING TO BE PAINTED AS SCHEDULED - SEE DETAIL 9/A501 FOR DETAIL SECTION CUT 2 3/4" REVEAL FOR (4) MASONRY COURSES 3 FIBER CEMENT PANEL METAL REVEAL PER MANUFACTURER 4 PRE-FINISHED METAL PARAPET CAP, BRONZE 5 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 6 DOWNSPOUT - COLOR TO BE: P-7 7 BOLLARD, PER PLAN 2/AS102 8 GUTTER - COLOR TO BE: P-1 9 PRE-FINISHED METAL FASCIA 10 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 11 3/4"X3/4" EIFS "V-SHAPED" REVEAL 12 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 1/8" = 1'-0"3 BUILDING 5 - EAST ELEVATION BUILDING 5 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 5 ROLL-UP DOOR 8'-8" W 35 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date SITE KEY PLAN BUILDING 1BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 10'X10' 600 5'X10' 667 15'X10' 601 15'X10' 602 15'X10' 603 15'X10' 604 15'X10' 605 15'X10' 606 15'X10' 607 15'X10' 608 15'X10' 609 15'X10' 610 15'X10' 611 15'X10' 612 15'X10' 613 15'X10' 614 15'X10' 615 15'X10' 616 10'X10' 651 10'X10' 652 10'X10' 653 10'X10' 654 10'X10' 655 10'X10' 656 10'X10' 657 10'X10' 658 10'X10' 659 10'X10' 660 10'X10' 661 10'X10' 662 10'X10' 663 10'X10' 664 10'X10' 665 10'X10' 666 600 601 602 603 604 605 606 607 608 609 658659660661662663664665666 667 610 611 612 613 614 615 616 651652653654655656657 A106C 5 A106C 3 A106C 4 2 A303 2 A303 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4MTL3-46A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 9' - 10"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 169' - 10" 6-1 6-2 6-3 5' - 0"4' - 10"9' - 10"5' - 0"9' - 10"14' - 10"24' - 8"4 5 /MATCHLINESEE: 2A106A6 6 7 4 5 7 TYP. 777TYP. MTL3-4 15'X10' 618 15'X10' 619 15'X10' 620 15'X10' 621 15'X10' 622 15'X10' 623 15'X10' 624 15'X10' 625 15'X10' 626 15'X10' 627 15'X10' 628 15'X10' 629 15'X10' 630 15'X10' 631 15'X10' 632 10'X10' 633 5'X10' 634 10'X10' 63510'X10' 636 10'X10' 637 10'X10' 638 10'X10' 639 10'X10' 640 10'X10' 641 10'X10' 642 10'X10' 643 10'X10' 644 10'X10' 645 10'X10' 646 10'X10' 647 10'X10' 648 10'X10' 649 618 619 648649 620 621 622 623 624 625 626 627 628 629 630 631 632 635636637638639640641642643644645646647 634 633 15'X10' 617 10'X10' 650 617 650 A106C 2 A106C1 A106C 6MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4MTL3-4MTL3-46R 6S 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 10" 169' - 10"5' - 0"4' - 10"9' - 10"5' - 0"9' - 10"14' - 10"24' - 8"5 /MATCHLINESEE: 1A106A2 A303 2 A303 6 6 TYP. 5 57 8 8 88 7 5TYP.77 2 A303 2 A303 1 1/2" / 12"1/2" / 12"1/2" / 12"2 3 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 6-1 6-2 6-3 1/2" / 12"2 3 3 3 3 /MATCHLINESEE: 4A106A3 1 DECK BEARING 112' - 11" DECK BEARING 113' - 11 1/2" DECK BEARING 111' - 6 1/2" DECK BEARING 110' - 11" 1 1/2" / 12"1/2" / 12"1/2" / 12"2 33 3 6R 6S 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3 3 2 3 31/2" / 12"/MATCHLINESEE: 3A106A2 A303 2 A303 1 DECK BEARING 112' - 11" DECK BEARING 113' - 11 1/2" DECK BEARING 110' - 11" DECK BEARING 111' - 6 1/2" B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:45 AM CENTURY FARM SELF STORAGEBUILDING 6 - FLOOR AND ROOF PLANS A106A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCFLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 2 GUTTER - COLOR TO BE: P-1 3 PRE-FINISHED METAL FASCIA 4 ATYPICAL BOLLARD LOCATION, SEE DETAIL 3/AS102 5 BOLLARD, PER PLAN 2/AS102 6 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 7 DOWNSPOUT - COLOR TO BE: P-7 8 ADA PARKING SYMBOL FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED 1/8" = 1'-0"1 BUILDING 6 - FLOOR PLAN - WEST 1/8" = 1'-0"2 BUILDING 6 - FLOOR PLAN - EAST NORTH NORTH num. description date 1/8" = 1'-0"3 BUILDING 6 - ROOF PLAN - WEST HALF 1/8" = 1'-0"4 BUILDING 6 - ROOF PLAN - EAST HALF NORTH NORTH LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 617 1 6R6S6T6U6V6W6X6Y6Z6AA6BB6CC6DD6EE6FF6GG6HH6II 618 40' - 0"50' - 0"50' - 0"20' - 0"9' - 10" 343 2T.O. WALL 110' - 0" 12 A502 11 33 TYP. MTL-1 P-1 MF-1 RSS-1 4 /MATCHLINESEE: 4A106C6 TYP. LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 616 615 614 613 612 611 610 609 608 607 606 605 604 603 602 601 600 2 A303 2 A303 1 6A6B6C6D6E6F6G6H6I6J6K6L6M6N6O6P6Q6R 9' - 10"50' - 0"50' - 0"50' - 0"10' - 0" 4 3 433 2 T.O. WALL 110' - 0" 1 2 MF-1 MTL-1 P-1 A502 11 3 3 TYP. RSS-1/MATCHLINESEE: 2A106C6 TYP. LEVEL 1 100' -0" 1/2" / 12" 6-16-26-3 T.O. WALL 113' - 0 1/2" T.O. WALL 110' - 7 1/2" T.O. WALL 110' - 0" 444 3 5 2 1/2" / 12" T.O. WALL 112' - 0" 1 MTL-1 MF-1 TYP.TYP. 4 7 LEVEL 1 100' -0" 651652653654655656657658659660661662663664665666667 2 A303 2 A303 2 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R T.O. WALL 113' - 0 1/2" T.O. WALL 110' - 7 1/2" MTL-1 P-1 MF-12 44 /MATCHLINESEE: 6A106C6 TYP. LEVEL 1 100' -0" 649650 647 646 645 644 643 642 641 640 639 638 637 636 635 634 6R 6S 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II T.O. WALL 110' - 7 1/2" T.O. WALL 113' - 0 1/2" 44 P-1 MTL-1 ? 2 2 2 A303 2 A303/MATCHLINESEE: 5A106C6 TYP. LEVEL 1 100' -0" 1/2" / 12" 6-1 6-2 6-3 T.O. WALL 113' - 0 1/2" T.O. WALL 112' - 0" T.O. WALL 110' - 0" T.O. WALL 110' - 7 1/2" MTL-1 4444 1 3 1/2" / 12" MF-1 2 TYP. TYP. SITE KEY PLAN BUILDING 1BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:52:54 AM CENTURY FARM SELF STORAGEBUILDING 6 - ELEVATIONS & SCHEDULES A106C2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"2 BUILDING 6 - NORTH ELEVATION - WEST HALF 1/8" = 1'-0"4 BUILDING 6 - NORTH ELEVATION - EAST HALF 1/8" = 1'-0"1 BUILDING 6 - EAST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. 1/8" = 1'-0"5 BUILDING 6 - SOUTH ELEVATION - WEST HALF 1/8" = 1'-0"6 BUILDING 6 - SOUTH ELEVATION - EAST HALF 1/8" = 1'-0"3 BUILDING 6 - WEST ELEVATION NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 GUTTER - COLOR TO BE: P-1 2 PRE-FINISHED METAL FASCIA 3 DOWNSPOUT - COLOR TO BE: P-7 4 BOLLARD, PER PLAN 2/AS102 5 ELECTRICAL EQUIPMENT - COORDINATE WITH ELECTRICAL 6 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 7 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 BUILDING 6 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 6 ROLL-UP DOOR 8'-8" W 68 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date 5'X10' 700 10'X10' 767 10'X10' 701 10'X10' 702 10'X10' 703 10'X10' 704 10'X10' 705 10'X10' 706 10'X10' 707 10'X10' 708 10'X10' 709 10'X10' 710 10'X10' 711 10'X10' 712 10'X10' 713 10'X10' 714 10'X10' 715 15'X10' 752 15'X10' 753 15'X10' 754 15'X10' 755 15'X10' 756 15'X10' 757 15'X10' 758 15'X10' 759 15'X10' 760 15'X10' 761 15'X10' 762 15'X10' 763 15'X10' 764 15'X10' 765 15'X10' 766 700 767 701 702 703 704 705 762763764765766 761 706 707 708 709 710 711 756757758759760 712 713 714 715 752753754755 A107C 4 A107C 6 A107C 3 716 751 10'X10' 716 15'X10' 751 7 A303 7 A303 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4MTL3-47A 7B 7C 7D 7E 7F 7G 7H 7I 7J 9' - 10"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 7K 7L 7M 7N 7O 7P 7Q 7R 169' - 10" 7-1 7-2 7-3 9' - 10"14' - 10"24' - 8"5' - 0"4' - 10"9' - 10"5' - 0"4 4 5 /MATCHLINESEE: 2A105A6 6 9 7 TYP. 7 9 9 5 9TYP.5 10'X10' 718 10'X10' 719 10'X10' 720 10'X10' 721 10'X10' 722 10'X10' 723 10'X10' 724 10'X10' 725 10'X10' 726 10'X10' 727 10'X10' 728 10'X10' 729 10'X10' 730 10'X10' 731 10'X10' 732 5'X10' 733 10'X10' 73415'X10' 735 15'X10' 736 15'X10' 737 15'X10' 738 15'X10' 739 15'X10' 740 15'X10' 741 15'X10' 742 15'X10' 743 15'X10' 744 15'X10' 745 15'X10' 746 15'X10' 747 15'X10' 748 15'X10' 749 718 719 720 721 722 745746747748749 723 724 725 726 727 728 729 730 731 732 733 734 735736737738739740741742743744 10'X10' 717 15'X10' 750 717 750 A107C1 A107C 2 A107C 5 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 7R 7-1 7-2 7-3 7-S 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 10" 169' - 10"9' - 10"14' - 10"5' - 0"4' - 10"9' - 10"5' - 0"24' - 8"/MATCHLINESEE: 1A107A7 A303 7 A303 6 6 TYP. 7 7 8 8 8 79 79999 TYP. 8 5 5 SITE KEY PLAN BUILDING 1 BUILDING 2BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 7 A303 7 A303 1 1/2" / 12"1/2" / 12"1/2" / 12"2 3 7A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7R 7-1 7-2 7-3 3 3 3 3 2 /MATCHLINESEE: 2A107A1 DECK BEARING 112' - 11" DECK BEARING 113' - 11 1/2" DECK BEARING 111' - 6 1/2" DECK BEARING 110' - 11"1/2" / 12"1 1/2" / 12"2 1/2" / 12"1/2" / 12"3 33 3 7R 7-1 7-2 7-3 7-S 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II 3 3 2 /MATCHLINESEE: 1A107A7 A303 7 A303 1 DECK BEARING 112' - 11" DECK BEARING 113' - 11 1/2" DECK BEARING 111' - 6 1/2" DECK BEARING 110' - 11"1/2" / 12"B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:00 AM CENTURY FARM SELF STORAGEBUILDING 7 - FLOOR AND ROOF PLANS A107A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCNORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 2 GUTTER - COLOR TO BE: P-1 3 PRE-FINISHED METAL FASCIA 4 ATYPICAL BOLLARD LOCATION, SEE DETAIL 3/AS102 5 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 6 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 7 BOLLARD, PER PLAN 2/AS102 8 ADA PARKING SYMBOL 9 DOWNSPOUT - COLOR TO BE: P-7 FLOOR & ROOF PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 10. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 11. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 12. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 13. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 14. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 15. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 16. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 17. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 18. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. 1/8" = 1'-0"1 BUILDING 7 - FLOOR PLAN - WEST HALF 1/8" = 1'-0"2 BUILDING 7 - FLOOR PLAN - EAST HALF NORTH FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED num. description date 1/8" = 1'-0"3 BUILDING 7 - ROOF PLAN - WEST HALF 1/8" = 1'-0"4 BUILDING 7 - ROOF PLAN - EAST HALF NORTH NORTH LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 715 714 713 712 711 710 709 708 707 706 705 704 703 702 701 700 7 A303 7 A3031 1 7A7B7C7D7E7F7G7H7I7J7K7L7M7N7O7P7Q7R 2 3 3 9' - 10"20' - 0"50' - 0"50' - 0"40' - 0" 4 4 5 MTL-1 P-1 MF-1 RSS-1 716 2 T.O. WALL 110' - 0" A502 11 5 33 TYP./MATCHLINESEE: 2A107C6 TYP. 5 LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 733 732 731 730 729 728 727 726 725 724 723 722 721 720 719 718 717 1 7R7-S7-T7-U7-V7-W7-X7-Y7-Z7-AA7-BB7-CC7-DD7-EE7-FF7-GG7-HH7-II 3 4 3 10' - 0"50' - 0"50' - 0"50' - 0"9' - 10" 2 3 P-1 MTL-1 MF-1RSS-1T.O. WALL 110' - 0" 12 A502 11 33 TYP. 4 /MATCHLINESEE: 4A107C6 TYP. 55 LEVEL 1 100' -0" 750 749 748 747 746 745 744 743 742 741 740 739 738 737 736 735 734 2 7R 7-S 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II 4 T.O. WALL 110' - 7 1/2" T.O. WALL 113' - 0 1/2" 2 MTL-1 P-1 MF-1 4/MATCHLINESEE: 6A107C6 TYP. LEVEL 1 100' -0" 751752753754755756757758759760761762763764765766767 7 A303 7 A3032 7A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7R 44 T.O. WALL 113' - 0 1/2" T.O. WALL 110' - 7 1/2"MF-1 MTL-1 P-1 2 5 /MATCHLINESEE: 5A107C6 TYP. LEVEL 1 100' -0" MTL-1 1/2" / 12" 7-17-27-3 4 4 1 T.O. WALL 113' - 0 1/2" T.O. WALL 112' - 0" T.O. WALL 110' - 7 1/2" T.O. WALL 110' - 0" 1/2" / 12" 2 3 MF-1 44 5 TYP. TYP. 7 LEVEL 1 100' -0" 1/2" / 12" 7-1 7-2 7-3 44445 T.O. WALL 112' - 0" T.O. WALL 113' - 0 1/2" T.O. WALL 110' - 7 1/2" T.O. WALL 110' - 0" 1/2" / 12" MTL-1 2 1TYP. 3 MF-1 TYP. SITE KEY PLAN BUILDING 1 BUILDING 2BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:08 AM CENTURY FARM SELF STORAGEBUILDING 7 - ELEVATIONS & SCHEDULES A107C2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"4 BUILDING 7 - NORTH ELEVATION - EAST HALF 1/8" = 1'-0"2 BUILDING 7 - NORTH ELEVATION - WEST HALF 1/8" = 1'-0"5 BUILDING 7 - SOUTH ELEVATION - EAST HALF 1/8" = 1'-0"6 BUILDING 7 - SOUTH ELEVATION - WEST HALF 1/8" = 1'-0"1 BUILDING 7 - EAST ELEVATION 1/8" = 1'-0"3 BUILDING 7 - WEST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSI MILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 GUTTER - COLOR TO BE: P-1 2 PRE-FINISHED METAL FASCIA 3 DOWNSPOUT - COLOR TO BE: P-7 4 BOLLARD, PER PLAN 2/AS102 5 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 6 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 7 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 BUILDING 7 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 7 ROLL-UP DOOR 8'-8" W 68 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date 5'X10' 800 10'X10' 801 10'X10' 871 5'X10' 872 10'X20' 870 10'X20' 869 10'X20' 868 10'X20' 867 10'X20' 866 10'X20' 865 10'X20' 864 10'X20' 863 10'X20' 862 10'X20' 861 10'X20' 860 10'X20' 812 10'X20' 811 10'X20' 810 10'X20' 809 10'X20' 808 10'X20' 807 10'X20' 806 10'X20' 805 10'X20' 804 10'X20' 803 10'X20' 802 10'X20' 813 10'X20' 814 10'X20' 815 10'X20' 816 10'X20' 817 10'X20' 855 10'X20' 856 10'X20' 857 10'X20' 858 10'X20' 859 817816815814813812811810809808807806805804803802 800 801871872 870 869 868 867 866 865 864 863 862 861 860 859 858 857 856 855 A108C 5 A108C 3 A108C 4 3 A303 3 A303 MTL3-4MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-48A 8B 9' - 10"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 169' - 10" 8-1 8-2 19' - 10"19' - 10"8-3 39' - 8"5' - 0"4' - 10"10' - 0"10' - 0"4' - 10"5' - 0"MTL3-4 1 1 2 MTLF3-4 /MATCHLINESEE: 2A108A4 2 4 5 5 53 TYP. 3 TYP. 3TYP. MTL3-4 A108C 2 A108C1 10'X20' 819 10'X20' 820 10'X20' 821 10'X20' 823 10'X20' 824 10'X20' 825 10'X20' 826 10'X20' 847 10'X20' 848 10'X20' 849 10'X20' 850 10'X20' 851 10'X20' 852 10'X20' 853 10'X20' 827 10'X20' 828 10'X20' 829 10'X20' 830 10'X20' 831 10'X20' 832 10'X20' 833 10'X20' 834 5'X10' 835 10'X10' 836 10'X10' 837 5'X10' 838 10'X20' 846 10'X20' 845 10'X20' 844 10'X20' 843 10'X20' 842 10'X20' 841 10'X20' 840 10'X20' 839 835 834833832831830829828827826825824823821820819 853 852 851 850 849 848 847 846 845 844 843 842 841 840 839 838 837836818 854 10'X20' 818 10'X20' 854 A108C 6 MTLF3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4 MTL3-4 MTL3-4 MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTL3-4MTLF3-4 8R 8S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 10" 169' - 10" 8-1 8-2 8-319' - 10"19' - 10"39' - 8"5' - 0"4' - 10"10' - 0"10' - 0"4' - 10"5' - 0"MTL3-4 /MATCHLINESEE: 1A108A3 A303 3 A303 3 4 42 4 555 TYP. 4223TYP. 5 3 TYP. 6 6 6 6 SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:13 AM CENTURY FARM SELF STORAGEBUILDING 8 - FLOOR PLANS A108A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"1 BUILDING 8 - FLOOR PLAN - WEST HALF 1/8" = 1'-0"2 BUILDING 8 - FLOOR PLAN - EAST HALF FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 14. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 15. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 16. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 17. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ATYPICAL BOLLARD LOCATION, SEE DETAIL 3/AS102 2 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 3 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 4 BOLLARD, PER PLAN 2/AS102 5 DOWNSPOUT - COLOR TO BE: P-7 6 ADA PARKING SYMBOL FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED num. description date NORTH NORTH SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 3 A303 3 A303 1 1/2" / 12"1/2" / 12"1/2" / 12"2 3 3 2 22 8A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8-1 8-2 8-3 2 21/2" / 12"/MATCHLINESEE: 2A108B1 DECK BEARING 114' - 7 1/2" DECK BEARING 112' - 11" DECK BEARING 112' - 2" DECK BEARING 110' - 11" 1 1/2" / 12"3 1/2" / 12"1/2" / 12"2 22 2 8R 8S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 8-1 8-2 8-3 22 2 31/2" / 12"/MATCHLINESEE: 1A108B3 A303 3 A303 1 DECK BEARING 114' - 7 1/2" DECK BEARING 112' - 11" DECK BEARING 112' - 2" DECK BEARING 110' - 11" Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:15 AM CENTURY FARM SELF STORAGEBUILDING 8 - ROOF PLANS A108B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCROOF PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 11. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 12. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 13. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 14. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 STANDING SEAM ROOF ASSEMBLY - SEE DETAILS 2 PRE-FINISHED METAL FASCIA 3 GUTTER - COLOR TO BE: P-1 FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED 1/8" = 1'-0"1 BUILDING 8 - ROOF PLAN - WEST HALF 1/8" = 1'-0"2 BUILDING 8 - ROOF PLAN - EAST HALF NORTH NORTH num. description date LEVEL 1 100' -0" 835 834 833 832 831 830 829 828 827 826 825 824 823 821 820 819 818 MF-1 8R8S8T8U8V8W8X8Y8Z8AA8BB8CC8DD8EE8FF8GG8HH8II 2 P-1 MTL-1 T.O. WALL 111' - 3"33 ? T.O. WALL 113' - 8 1/2" 2 5 5 /MATCHLINESEE: 4A108C6 TYP. LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 872 870 869 868 867 866 865 864 863 862 861 860 859 858 857 856 855 3 A303 3 A303 8A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 1 22 9' - 10"20' - 0"50' - 0"50' - 0"40' - 0" 1 MTL-1 P-1 MF-1 RSS-13443 T.O. WALL 110' - 0" A502 1111 TYP./MATCHLINESEE: 6A108C6 TYP. LEVEL 1 100' -0" 815 814 813 812 811 810 809 808 807 806 805 804 803 802 800816817 3 A303 3 A303 8A8B8C8D8E8F8G8H8I8J8K8L8M8N8O8P8Q8R 25 T.O. WALL 111' - 3"3 3MF-1 P-1 ? T.O. WALL 113' - 8" 2/MATCHLINESEE: 2A108C6 TYP. LEVEL 1 100' -0" 837 836 1/2" / 12" 8-18-28-3 2 2P-1 5 T.O. WALL 113' - 8" T.O. WALL 110' - 0"T.O. WALL 111' - 3" 1/2" / 12"4TYP. T.O. WALL 112' - 0" 1 MF-1 3 2 2 TYP. 6TYP. 7 MTL-1 LEVEL 1 100' -0" T.O. WALL HIGH 112' -0" 853 852 851 850 849 848 847 846 845 844 843 842 841 840 839 838854 8R 8S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 10' - 0"50' - 0"50' - 0"50' - 0"9' - 10" 1 1 2 1 3 34 MTL-1 P-1 RSS-1 ? 4 A502 11 1 1 TYP. 2 T.O. WALL 110' - 7 1/2"/MATCHLINESEE: 5A108C6 TYP. LEVEL 1 100' -0" 801 871 1/2" / 12" 8-1 8-2 8-3 222 5 MTL-1 P-1 4 T.O. WALL 111' - 3" T.O. WALL 110' - 0" 1/2" / 12" 3TYP. T.O. WALL 113' - 4 1/2" 1 MF-1 2 TYP. 6 TYP. SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 EXTERIOR MATERIAL SELECTION MB-1 : MIDNIGHT BLACK, EMPEROR BRICK 4X4X16 STOREFRONT - ANODIZED DARK BRONZE RSS-1: STANDING SEAM ROOF: UNA-CLAD: GLOSS WHITE FC-1 NIGHT GRAY FC-2 COBBLE STONE E-2: EIFS WALL FINISH, FINE TEXTURE, COLOR: BLACK BEAN SOUP BM2030-10(SOUTH & WEST ELEVATIONS) E-2 BLACK BEAN SOUP E-1 URBAN JUNGLE FC-2: FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR: COBBLE STONE FC-1 FIBER CEMENT PANEL REVEAL SYSTEM, SMOOTH, COLOR:NIGHT GRAY E-1 : EIFS WALL FINISH, FINE TEXTURE, COLOR: URBAN JUNGLE SW9117 (SOUTH & WEST ELEVATIONS) Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:24 AM CENTURY FARM SELF STORAGEBUILDING 8 - ELEVATIONS & SCHEDULES A108C2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/8" = 1'-0"2 BUILDING 8 - NORTH ELEVATION - WEST 1/8" = 1'-0"5 BUILDING 8 - SOUTH ELEVATION - WEST 1/8" = 1'-0"4 BUILDING 8 - NORTH ELEVATION - EAST 1/8" = 1'-0"1 BUILDING 8 - EAST ELEVATION 1/8" = 1'-0"6 BUILDING 8 - SOUTH ELEVATION - EAST 1/8" = 1'-0"3 BUILDING 8 - WEST ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 3/4" GAP BETWEEN ALL DISSIM ILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATI ONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. 7. MATERIAL AND COLOR SHOWN ON THIS SHEET IS FOR REPRESENTATION, REFER TO ACTUAL MATERIAL SAMPLES FOR ATUAL COLOR, TEXTURE AND FINISH. 8. WHERE CORRIGATED METAL IS AT GRADE LEVEL, 22 GA. SHALL BE USED UP TO 8'-0" ABOVE GRADE TO PREVENT PANEL DENTING AND DAMAGE. USE 24 GA. AT 8'-0" AND ABOVE. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 DOWNSPOUT - COLOR TO BE: P-7 2 BOLLARD, PER PLAN 2/AS102 3 PRE-FINISHED METAL FASCIA 4 GUTTER - COLOR TO BE: P-1 5 WALL MOUNT FIRE EXTINGUISHER CABINET (NON-CORROSIVE MATERIAL). COORDINATE LOCATION WITH FIRE ALARM CONTROL PANEL AT BUILDING 5 ONLY. 6 PRE-FINISHED METAL JAMB, TYPICAL AT ALL OVERHEAD DOOR LOCATIONS. PAINT P-7. REFER TO DETAIL 7/A503 7 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 BUILDING 8 DOOR TYPE AND FRAME SCHEDULE DESCRIPTION COUNT PANEL FRAME DOOR HEAD DETAIL DOOR JAMB DETAIL DOOR SILL DETAIL COMMENTS HARDWARE SET DIMENSIONS NO. OF PANELS TYPE SEE A631 MATERIAL FINISH GLAZING TYPE MATERIAL FINISHW H BUILDING 8 ROLL-UP DOOR 8'-8" W 72 8' - 8" 8' - 0" 1 OC-2 MTL PER MFR. N/A PER MFR. PER MFR. PER MFR.6/A503 7/A503 4/A501 DOOR COLOR AT NON-CONDITIONED AREAS TO MATCH MTL-1, DOOR COLOR AT CONDITIONED AREAS TO MATCH MTL-2 2 num. description date LEVEL 1 100' -0" 1H1B HIGH PARAPET 118' -0" 3 A301 3 A301 1D 1F 1G 10'X10' 170 10'X10' 159 CORRIDOR 100 5'X10' 150 5'X10' 141 CORRIDOR 100 5'X10' 132 5'X5' 122 CORRIDOR 100 14'X10' 107 1C 1E A305 5 A305 3 10' - 0"10' - 0"10' - 0"10' - 0"15' - 0"14' - 10 5/8" 69' - 10 5/8" 11 11 11 DECK BEARING 114' - 0 1/2" T.O. WALL 110' - 6" CONDITIONED AREA - STORAGE BUILDINGS LEVEL 1 100' -0" 1-12 1-3 1-1 HIGH PARAPET 118' -0" HIGH PARAPET 118' -0" 2 A301 2 A301 1-51-71-91-11 OFFICE 101 A305 9 1-21-41-61-81-10 5-2 A305 7 A305 2 15'X10' 104 14'X10' 105 14'X10' 106 14'X10' 107 14'X10' 108 14'X10' 109 15'X10' 110 15'X10' 111 16'X10' 112 109' - 10" 1' - 2 1/2"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 10" DECK BEARING 114' - 2"DECK BEARING 113' - 11" CONDITIONED AREA - STORAGE BUILDINGS LEVEL 1 100' -0" 1-1 HIGH PARAPET 118' -0" A305 3 10'X20' 174 1-2 A305 1 1/2" / 12" 9' - 10" DECK BEARING 111' - 7" T.O. WALL 110' - 6" LEVEL 1 100' -0" HIGH PARAPET 118' -0" 4 A301 4 A301 2-10 2-122-82-62-42-2 16'X11' 271 15'X10' 272 15'X10' 273 14'X10' 274 14'X10' 275 14'X10' 276 14'X10' 277 14'X10' 278 15'X10' 279 15'X10' 280 16'X11' 281 A305 9 2-112-92-72-52-3 A305 2 A305 2 2-1 6 3/4"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 4 1/2"1' - 2" 110' - 4 1/2" LEVEL 1 100' -0" 1B 5 A301 5 A3011D1F1G 2H2B2D2F2G 10'X10' 206 10'X10' 216 CORRIDOR 200 5'X10' 227 5'X10' 237 CORRIDOR 200 5'X10' 247 5'X5' 264 CORRIDOR 200 14'X10' 278 1C 1E2C2E A305 4 A305 3 10' - 0"10' - 0"10' - 0"10' - 0"15' - 0"14' - 5 7/8"4 7/8" 69' - 10 3/4" 111111 T.O. WALL 110' - 0" CONDITIONED AREA - STORAGE BUILDINGS DECK BEARING 113' - 6 1/2" T.O. PARAPET 114' - 0" Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:29 AM CENTURY FARM SELF STORAGEBUILDING SECTIONSA3012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/4" = 1'-0"2 BUILDING 1 SECTION A 1/4" = 1'-0"3 BUILDING 1 SECTION C 1/4" = 1'-0"1 BUILDING 1 SECTION B 1/4" = 1'-0"5 BUILDING 2 SECTION B 1/4" = 1'-0"4 BUILDING 2 SECTION A SECTION GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION I S REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLI NES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORI TY HAVING JURISDICTION OVER THE PROJECT. 5. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 6. FINISH GRADE TO BE 8" MIN. BELOW FOUNDATION WALLS. TYPICAL AT ALL LOCATIONS. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. num. description date LEVEL 1 100' -0" 3-3 3-1 A305 3 A305 8 14'X34' 316 1/2" / 12" 35' - 0" DECK BEARING 118' - 1 1/2" T.O. WALL 116' - 0" T.O. PARAPET 119' - 0" LEVEL 1 100' -0" 14'X35' 307 3-3 A305 3 A305 6 3-1 35' - 0" DECK BEARING 118' - 1 1/2" T.O. WALL 116' - 0" T.O. PARAPET 121' - 0" LEVEL 1 100' -0" HIGH PARAPET 118' -0" 3D3C3B 3E3A 13'X25' 329 13'X25' 328 13'X24' 327 13'X24' 326 12' - 10"13' - 0"13' - 0"13' - 0" 51' - 10" A306 6 LEVEL 1 100' -0" LEVEL 1 100' -0" 4B4A 12'X25' 404 A305 3A305 10 24' - 11 1/2" DECK BEARING 113' - 8 1/2" T.O. WALL 112' - 0" T.O. PARAPET 116' - 0" LEVEL 1 100' -0" HIGH PARAPET 118' -0" 4B4A 12'X26' 400 A305 3 A305 1 24' - 11 1/2" DECK BEARING 113' - 9" T.O. WALL 112' - 0" LEVEL 1 100' -0" HIGH PARAPET 118' -0" HIGH PARAPET 118' -0" 4B4A A305 3 A306 5 24' - 11 1/2" 12'X24' 406 DECK BEARING 113' - 8" T.O. WALL 112' - 0" LEVEL 1 100' -0" HIGH PARAPET 118' -0" HIGH PARAPET 118' -0" 2-123-3 3-2 13'X25' 328 25' - 0" A305 3 A306 5 DECK BEARING 115' - 9" T.O. WALL 114' - 0" Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:32 AM CENTURY FARM SELF STORAGEBUILDING SECTIONSA3022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/4" = 1'-0"5 BUILDING 3 SECTION A 1/4" = 1'-0"1 BUILDING 3 SECTION B 1/4" = 1'-0"6 BUILDING 4 SECTION A 1/4" = 1'-0"4 BUILDING 4 SECTION C 1/4" = 1'-0"7 BUILDING 4 SECTION D SECTION GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION I S REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLI NES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORI TY HAVING JURISDICTION OVER THE PROJECT. 5. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 6. FINISH GRADE TO BE 8" MIN. BELOW FOUNDATION WALLS. TYPICAL AT ALL LOCATIONS. 1/4" = 1'-0"3 BUILDING 4 SECTION B 1/4" = 1'-0"2 BUILDING 3 SECTION C num. description date LEVEL 1 100' -0" 1-3 HIGH PARAPET 118' -0" 10'X20' 501 A305 1 A305 3 5-25-1 19' - 10" 1/2" / 12" DECK BEARING 111' - 6" T.O. WALL 110' - 0" LEVEL 1 100' -0" 1-3 10'X20' 507 5-25-1 A305 3 A306 2 19' - 10"2" DECK BEARING 110' - 8"DECK BEARING 111' - 6" T.O. PARAPET 115' - 0" LEVEL 1 100' -0" 1-3 10'X19' 512 5-25-1 A305 3 A306 1 19' - 10" DECK BEARING 111' - 5 1/2" DECK BEARING 110' - 8" T.O. PARAPET 112' - 6" LEVEL 1 100' -0" 1-3 10'X20' 522 A305 3 5-25-1 1/2" / 12" A306 3 19' - 10" T.O. WALL 110' - 0"DECK BEARING 111' - 6" T.O. PARAPET 116' - 0" LEVEL 1 100' -0" 10'X10' 661 15'X10' 606 A305 9 6-1 6-2 6-3 9' - 10"14' - 10" A305 3 A306 4 T.O. WALL 112' - 0"T.O. WALL 113' - 0 1/2" LEVEL 1 100' -0" 10'X10' 706 15'X10' 761 7-1 7-2 7-3 A305 3 A306 4 A305 9 T.O. WALL 113' - 0 1/2" T.O. WALL 112' - 0" 14' - 10"9' - 10" LEVEL 1 100' -0" 10'X20' 807 10'X20' 865 8-1 8-2 8-3 A306 4 A305 3 2"T.O. WALL 113' - 8" T.O. WALL 112' - 0"6"Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:37 AM CENTURY FARM SELF STORAGEBUILDING SECTIONSA3032929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/4" = 1'-0"6 BUILDING 5 SECTION A 1/4" = 1'-0"4 BUILDING 5 SECTION B 1/4" = 1'-0"1 BUILDING 5 SECTION C 1/4" = 1'-0"5 BUILDING 5 SECTION D 1/4" = 1'-0"2 BUILDING 6 SECTION A 1/4" = 1'-0"7 BUILDING 7 SECTION A 1/4" = 1'-0"3 BUILDING 8 SECTION A SECTION GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION I S REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLI NES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORI TY HAVING JURISDICTION OVER THE PROJECT. 5. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 6. FINISH GRADE TO BE 8" MIN. BELOW FOUNDATION WALLS. TYPICAL AT ALL LOCATIONS. num. description date METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS HORIZONTAL METAL PANEL AS SCHEDULED WALL PER PLAN GRID CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONDITIONED SPACE NON-CONDITIONED SPACE METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS VAPOR BARRIER LEVEL 1 100' -0" HIGH PARAPET 118' -0" 5-1 FIBER CEMENT BOARD METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS MOISTURE BARRIER WALL PER PLAN STANDARD BRICK AS SCHEDULED FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS BRICK TIE SEE STRUCTURAL DRAWINGS 1" FIRETREATED RIM BOARD PARAPET NAILER A501 3 10'X20' 174 BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 A501 18 SIM. A501 12 LEVEL 1 100' -0" OFFICE ROOF BEARING 114' -0" 1H HIGH PARAPET 118' -0" A501 1 A502 10 5" 14'X10' 107 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS MOISTURE BARRIER WALL PER PLAN BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS STANDING SEAM ROOF ASSEMBLY -SEE DETAILS METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS A501 19 SIM. A501 13 6"LEVEL 1 100' -0" OFFICE ROOF BEARING 114' -0" 1-12 HIGH PARAPET 118' -0" OFFICE 101 A503 15 A503 1 A501 17 A502 2 1' - 0" BRICK VENEER AS SCHEDULED RIGID CONTINOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 A502 3 A502 1 LEVEL 1 100' -0" HIGH PARAPET 118' -0" 5-1 A501 18 A501 2 BRICK VENEER AS SCHEDULED AIR SPACE FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS BUILDING SIGNAGE BY OWNER. PROVIDE BACKING AS REQUIRED. SEE DETAIL 6/A611 16'X10' 112 DECK BEARING 113' - 9" SIM. A501 12 STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL LEVEL 1 100' -0" 2H 14'X10' 278 A501 1 A501 19 A501 9 A502 10 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS 11" DECK BEARING 113' - 6 1/2" T.O. PARAPET 114' - 0" LEVEL 1 100' -0" 3-3 14'X35' 307 A501 7 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS WALL PER PLAN MOISTURE BARRIER BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS A501 19 A502 10 DECK BEARING 118' - 1 1/2" T.O. PARAPET 121' - 0" SIM. A501 13 LEVEL 1 100' -0" 2-123-3 7" 14'X34' 316 A501 6 FIBER CEMENT BOARD FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS WALL PER PLAN MOISTURE BARRIER STANDING SEAM ROOF ASSEMBLY -SEE DETAILS METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS A501 20 A501 8 DECK BEARING 118' - 1" T.O. PARAPET 119' - 0" LEVEL 1 100' -0" 4A A501 6 FIBER CEMENT BOARD FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS WALL PER PLAN 12'X25' 404 MOISTURE BARRIER STANDING SEAM ROOF ASSEMBLY -SEE DETAILS METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS A501 20 A501 8 DECK BEARING 113' - 8 1/2" T.O. PARAPET 116' - 0" METAL ROOF/ROOF FRAMING -SEE STRUCTURAL DRAWINGS GUTTER -COLOR TO BE: P-1 BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS HORIZONTAL METAL PANEL AS SCHEDULED FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS WALL PER PLAN COILING DOOR AS SCHEDULED CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL GRID PRE-FINISHED METAL FASCIA A501 16 A503 7 A501 4 2' - 0 1/2"SEE BUILDING SECTION DOWN SPOUT. COORDINATE LOCATION WITH ELEVATIONS. Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:42 AM CENTURY FARM SELF STORAGEWALL SECTIONSA3052929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCSECTION GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION I S REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLI NES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORI TY HAVING JURISDICTION OVER THE PROJECT. 5. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 6. FINISH GRADE TO BE 8" MIN. BELOW FOUNDATION WALLS. TYPICAL AT ALL LOCATIONS. 1/2" = 1'-0"9 WALL SECTION - CLIMATE CONDITIONED INTERIOR WALL 1/2" = 1'-0"1 WALL SECTION AT STANDARD BRICK WITH SIGNAGE 1/2" = 1'-0"5 WALL SECTION AT EIFS WITH AWNING 18 FT A.F.F. 1/2" = 1'-0"7 WALL SECTION AT MAIN ENTRANCE 1/2" = 1'-0"2 WALL SECTION AT STANDARD BRICK 1/2" = 1'-0"4 WALL SECTION AT EIFS WITH AWNING 14 FT AF.F. 1/2" = 1'-0"6 WALL SECTION AT EIFS 19 FT A.F.F. 1/2" = 1'-0"8 WALL SECTION AT FIBER CEMENT SIDING 17 FT A.F.F. 1/2" = 1'-0"10 WALL SECTION AT FIBER CEMENT SIDING 16 FT A.F.F. 1/2" = 1'-0"3 WALL SECTION - OH DOOR @ METAL PANEL1 num. description date LEVEL 1 100' -0" 5-1 7 1/8" A501 20 A501 8 A501 6 10'X19' 512 FIBER CEMENT BOARD FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS MOISTURE BARRIER WALL PER PLAN DECK BEARING 111' - 5 1/2" T.O. PARAPET 112' - 6" LEVEL 1 100' -0" LEVEL 1 100' -0" 5-1 A501 9 10'X20' 507 A501 7 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS MOISTURE BARRIER WALL PER PLAN BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS A501 19 SIM. T.O. PARAPET 115' - 0" DECK BEARING 111' - 6" LEVEL 1 100' -0" 5-1 A501 19 A501 7 10'X20' 522 10'X20' 522 A501 9 SIM. EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS MOISTURE BARRIER WALL PER PLAN BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS T.O. PARAPET 116' - 0" DECK BEARING 111' - 6" A501 13 GRID A501 10 A503 7 A501 4 METAL ROOF/ROOF FRAMING - SEE STRUCTURAL DRAWINGS HORIZONTAL METAL PANEL AS SCHEDULED 4" METAL STUD COILING DOOR AS SCHEDULED CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION - COORDINATE WITH STRUCTURAL LEVEL 1 100' -0" HIGH PARAPET 118' -0" 2-123-3 A501 19 A501 7 A502 10 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS WALL PER PLAN BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS MOISTURE BARRIER 13'X25' 328 DECK BEARING 115' - 8 1/2" FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS LEVEL 1 100' -0" HIGH PARAPET 118' -0" 3A A501 7 A501 19 EXTERIOR INSULATED FINISH SYSTEM (EIFS) -SEE EXTERIOR ELEVATIONS MOISTURE BARRIER FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL DRAWINGS WALL PER PLAN BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS STANDING SEAM ROOF ASSEMBLY -SEE DETAILS BATT INSULATION WITHIN STUD CAVITY. OCCURS AT CONDITIONED BUILDINGS 13'X25' 329 DECK BEARING 115' - 5 1/2" Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:46 AM CENTURY FARM SELF STORAGEWALL SECTIONSA3062929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCSECTION GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION I S REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLI NES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORI TY HAVING JURISDICTION OVER THE PROJECT. 5. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 6. FINISH GRADE TO BE 8" MIN. BELOW FOUNDATION WALLS. TYPICAL AT ALL LOCATIONS. 1/2" = 1'-0"1 WALL SECTION AT FIBER CEMENT SIDING AT 12.5 FT A.F.F. 1/2" = 1'-0"2 BUILDING 5 SECTION B - Callout 1 1/2" = 1'-0"3 BUILDING 5 SECTION D - Callout 1 1/2" = 1'-0"4 WALL SECTION - OH DOOR @ METAL PANEL 04 1/2" = 1'-0"5 WALL SECTION AT EIFS AT 18 FEET A.F.F. num. description date 1/2" = 1'-0"6 WALL SECTION AT EIFS AT 18 FEET A.F.F. 02 1H 1-12 3 A301 3 A301 1F 1G 1-11 1E 1-10 A401 4 3 12 W2 W2 W1101A OFFICE101LVT-1,WOC-1RB-1P-2P-2P-2P-2TOILET 103 T-1 TB-1 EP-1 EP-1 EP-1EP-1 MECH 104LVT-1RB-1EP-1EP-1EP-1EP-1BREAK RM. 102 LVT-1 RB-1 P-2 P-2 P-2P-2 3 4 3 A401 6 5 7 8 103 10210' - 0"10' - 0"20' - 0"8' - 0"2' - 0"2' - 3"7' - 9"2' - 9"4' - 6"4' - 1"11' - 7"4' - 1"10415 A502 1111101B 2' - 6"5' - 0"2' - 6"2' - 11"5' - 0"2' - 1"2' - 8"2' - 1" TA8 GB18v GB42 TA6 6 5 10' - 0"15' - 0"14' - 10 5/8"10 3/4" 39' - 10 5/8"C6aA6 a A6aAA AA6 C C6 12 8 9 5 A503 18 A503 20 A503 20 9 WOC-1 LVT-1 4' - 7 1/2"10' - 8" 15 211 22 24 34.5 152 42 24 34.5 301 18 12 34 302 30 12 18 302 42 12 18 2' - 10"1' - 6"3' - 0"5 7 PL-1 PL-12 PL-1 8 9 CLEAR 2' - 2" 10 13 A502 Sim14 A502 Sim P-2 1 211 24 24 32.5 104 PL-1 8 A502 VERIFY4' - 0"P-2 PL-12 RB-1 9 1H 1-12 3 A301 3 A3011F1G 1-11 2H2F2G 1E 1-10 2E ACT-1 10' - 0" OFFICE 101 BREAK RM. 102 TOILET 103 GB-1 8' - 0" ACT-1 8' - 0" GB-1 7' - 6" MECH 104 10' - 0"15' - 0"14' - 10 3/4" 39' - 10 3/4"10' - 0"10' - 0"20' - 0"8 A502 110' - 8" 13 14 13 TYP. 13 TY P. 16 TY P. TY P. 16 TY P. 16 TY P. 103 TB-1 EP-1 17 A502 TB-1 EP-1 17 A502 TA2 GB18v GB36 GB42 6 TA8 EP-1 TB-1 2' - 9"1' - 6" 17 A502 GB42 GB18v GB36 TA8 TA6 5 TB-1 EP-1 3' - 10 1/2"2' - 10"2' - 8" M-1 1' - 5" 18 A502 17 A502 KEY FLOOR FINISHES LVT-1 T-1 WOC-1 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:53 AM CENTURY FARM SELF STORAGEENLARGED FLOOR PLANS & FINISH SCHEDULEA4012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY CG-1 STAINLESS STEEL CORNER GUARD CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI M-1 MIRROR CFCI TA2 PAPER TOWEL DISPENSER - SURFACE MOUNT CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA8 FEMALE NAPKIN DISPOSAL CFCI NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 SECURITY CABINET, AS SPECIFIED. PROVIDE 3/4" FIRE RESISTANT PLYWOOD TO 6'-0" A.F.F. FOR SECURE ATTACHMENT 2 MOP SINK, AS SPECIFIED. COORDINATE WITH MECHANICAL. WALLS WITHIN 2'-0" OF SINK SHALL HAVE HARD SURFACE TO 4'-0" ABOVE FLOOR PER IBC SECTION 1210.2.2 3 WALL PANEL BY OWNER. COORDINATE WITH OPERATORS DESIGN STANDARDS. PROVIDE ADEQUATE BLOCKING IN THE FRAMED WALL FOR ATTACHMENT. 4 ESS STAND OFF SIGN LOCATION, PRIMARY WALL 5 SINK - COORDINATE WITH MECHANICAL 6 TOILET - COORDINATE WITH MECHANICAL 7 PROVIDE FILLER TO MATCH ADJACENT CASEWORK 8 MICROWAVE - C.F.C.I. 9 TOWEL DISPENSER - C.F.C.I. 10 UNDERCOUNTER FRIDGE. GE COMPACT MODEL #: GCE06GSHSB 11 MONITOR, AS SPECIFIED 12 DRINKING FOUNTAIN - COORDINATE WITH MECHANICAL 13 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 14 EMERGENCY LIGHTING. COORDINATE WITH ELECTRICAL DRAWINGS 15 BUILDING SETBACK 16 MECH. EQUIPMENT - COORDINATE WITH MECHANICAL FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED1/4" = 1'-0"1 ENLARGED FLOOR PLAN - RETAIL 1/4" = 1'-0"3 BREAK RM WEST ELEVATION1 1/4" = 1'-0"4 BREAK RM NORTH ELEVATION 1/4" = 1'-0"2 REFLECTED CEILING PLAN 1/4" = 1'-0"5 INTERIOR ELEVATION - TOILET 103 - EAST 1/4" = 1'-0"6 INTERIOR ELEVATION - TOILET 103 - NORTH 1/4" = 1'-0"7 INTERIOR ELEVATION - TOILET 103 - SOUTH 1/4" = 1'-0"8 INTERIOR ELEVATION - TOILET 103 - WEST MATERIAL SCHEDULE MARK DESCRIPTION MANUFACTURER PATTERN COLOR SIZE FINISH COMMENTS ACT-1 2' X 2' ACOUSTIC LAY IN CEILING PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER COORDINATE WITH OWNER ON FINISH E-1 EIFS - COLOR 1 -- -- E-1: URBAN JUNGLE SW9117 -- FINE TEXTURE EIFS E-2 EIFS - COLOR 2 -- -- E-2: BLACK BEAN SOUP BM2030-10 -- FINE TEXTURE EIFS EP-1 EPOXY PAINT SHERWIN WILLIAMS NEBULOUS WHITE SW7063 -- EPOXY -- FC-1 FIBER CEMENT PANEL REVEAL SYSTEM SHERWIN WILLIAMS -- NIGHT GRAY -- SMOOTH -- FC-2 FIBER CEMENT PANEL REVEAL SYSTEM SHERWIN WILLIAMS -- COBBLE STONE -- SMOOTH GB-1 GYPSUM BOARD CEILING -- -- SEE ROOM FINISH SCHEDULE -- SEE ROOM FINISH SCHEDULE GL-2T 1" INSULATED - LOW E - TEMPERED TINTED GLASS PPG SOLARBAN -- -- -- -- 60 LOW E LVT-1 LUXURY VINYL TILE PATCRAFT CLICK REFRESH 1600V HAZE 00500 7" X 48" -- INSTALL : STAGGER MB-1 EMPEROR BRICK INTERSTATE BRICK -- MIDNIGHT BLACK 4X4X16 -- -- MC-2 PARAPET CAP -- -- BRONZE -- ENDURACLAD COATING EXTERIOR MTL-1 VERTICAL METAL WALL PANEL CORRUGATED METALS, INC. -- DARK BRONZE -- EXTERIOR LATEX SATIN REFERENCE DESIGN STANDARDS MANUAL. MTL-2 VERTICAL METAL WALL PANEL CORRUGATED METALS, INC. -- REGAL WHITE -- EXTERIOR LATEX SATIN REFERENCE DESIGN STANDARDS MANUAL. MTL-3 VERTICAL METAL WALL PANEL CORRUGATED METALS, INC. -- GALVANIZED -- GALVANIZED REFERENCE DESIGN STANDARDS MANUAL. P-1 PAINT BENJAMIN MOORE -- BLACK BEAN SOUP BM2030-10 ---- COLOR TO MATCH METAL PANELS P-2 PAINT (INTERIOR) SHERWIN WILLIAMS -- NEBULOUS WHITE SW7063 -- EGGSHELL REFERENCE DESIGN STANDARDS MANUAL. P-3 PAINT (INTERIOR) SHERWIN WILLIAMS -- CEILING BRIGHT WHITE SW7007 -- FLAT REFERENCE DESIGN STANDARDS MANUAL. P-4 PAINT (INTERIOR) SHERWIN WILLIAMS -- CEILING BRIGHT WHITE SW7007 -- GLOSS REFERENCE DESIGN STANDARDS MANUAL. P-5 PAINT (INTERIOR) SHERWIN WILLIAMS -- NEBULOUS WHITE SW7063 -- GLOSS REFERENCE DESIGN STANDARDS MANUAL. P-6 PAINT SHERWIN WILLIAMS -- GRAY MATTERS SW7066 -- EGGSHELL (PRIMARY) PL-1 PLASTIC LAMINATE WILSONART 7949-18K ASIAN NIGHT -- LINEARITY FINISH WITH AEON VERTICAL SURFACES; VERTICAL GRAIN INSTALL PL-12 PLASTIC LAMINATE WILSONART D431-60 ALABASTER -- MATTE FINISH HORIZONTAL SURFACES RB-1 RUBBER BASE PATCRAFT -- STEEL WOOL 4" HIGH -- -- RSS-1 STANDING SEAM ROOF CORRUGATED METALS, INC. -- GLOSS WHITE -- -- REFERENCE DESIGN STANDARDS MANUAL. SSF-1 SOLID SURFACE STARON -- SUPREME COTTON WHITE -- -- RESTROOM COUNTERS T-1 FLOOR TILE STYLE ACCESS LUNGARANO DISK ANTHRACITE 14 X 16 HEX -- -- TB-1 TILE WALL BASE STYLE ACCESS LUNGARANO DISK ANTHRACITE 12" X 24" -- CUT IN HALF LENGTH WISE TO MAKE 6" WALL BASE. WOC-1 WALK OFF CARPET PATCRAFT PASEO MODULAR OBSIDIAN 00595 24" X 24" -- INSTALL : QUARTER TURN num. description date 6 " - 8 " M IN . METAL ROOF SEE STRUCT. BRICK VENEER 8"METAL STUD WALL - SEE STRUCTURAL TOP CLOSURE SET IN SEALANT FASTENER AT EVERY RIB OR 12" O.C. MAX WITH NEOPRENE GASKET PRE FINISHED ENDWALL FLASHING MOISTURE BARRIER METAL ROOF SEE STRUCT. BATT INSULATION @ CONDITIONED SPACES ONLY FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL METAL STUD WALL - SEE STRUCTURAL (AT SIM: PROVIDE TYPE "X" GYP. BD. ON BOTH SIDES AND FIRESTOPPING/ FIRE CAULKING AT TOP AND BOTTOM OF WALL AS REQUIRED TO MAINTAIN CONTINUOUS FIRE BARRIER METAL ROOF FRAMING/HEADER -SEE STRUCTURAL DRAWINGS FASTENER AT 12" O.C. WITH BUTYL MASTIC TAPE PREFINISHED SIDEWALL FLASHING METAL PANEL WEEP HOLES 6" METAL STUD FRAMING COORDINATE WITH STRUCTURAL FINISH GRADE SLOPE AWAY FROM BUILDING(REFER TO CIVIL DRAWINGS FOUNDATION PER STRUCTURAL BASE COURSE; RE: GEOTECHNICAL REPORT TYPE 'X' 5/8" GYP.BD. OVER VAPOR BARRIER @ RETAIL OFFICE SPACES ONLY GRID LIQUID APPLIED AIR-WATER BARRIER (DASHED) CONC. SLAB ON GRADE 2" FOAM PLASTIC BOARD INSULATION UNFACED BLANKET INSULATION. FULL THICKNESS OF STUD CAVITY (R-19) VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORT BRICK VENEER AS SPECIFIED MORTAR NET 1" AIRSPACE 1 1/2" RIGID INSULATION MIN6"EXPANSION JOINT DAMP PROOFING 4 3/4" MIN.VARIESVARIES METAL ROOF PANEL - SEE STRUCTURAL FRAMING - SEE STRUCTURAL BATT INSULATION METAL STUD WALL - SEE STRUCTURAL GUTTER STRAP EAVE STRUT OUTSIDE CLOSURE EXTERIOR METAL WALL PANEL, TYP. PRE-FINISHED EAVE TRIM PRE-FINISHED METAL GUTTER MOISTURE BARRIER NOTE: ALLOW FOR EXPANSION AND CONTRACTION AT GUTTER PER STANDARDS PREFINISHED METAL FLASHING MOISTURE BARRIER 4" METAL STUD FRAMING COORDINATE WITH STRUCTURAL ASPHALT, SLOPE AWAY FROM BUILDINGS (REFER TO CIVIL DRAWINGS FOUNDATION PER STRUCTURAL BASE COURSE; RE: GEOTECHNICAL REPORT GRID SEE STRUCT. CONC. SLAB ON GRADE 2" FOAM PLASTIC BOARD INSULATION UNFACED BLANKET INSULATION, CONDITIONED SPACES ONLY. FULL THICKNESS OF STUD CAVITY (R-19) VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORT EXTERIOR METAL WALL PANEL, TYP. DAMP PROOFING EXPANSION JOINT 4" MIN.8" MIN.4" MIN.FASTENER AT 24" O.C., WITH BUTYL MASTIC TAPE METAL ROOF PANEL - SEE STRUCTURAL DRAWINGS MOISTURE BARRIER METAL ROOF FRAMING/HEADER - SEE STRUCTURAL DRAWINGS FRAMING - SEE STRUCTURAL DRAWINGS FASTENER AT EVERY RIB OR 12" O.C. MAX. WITH NEOPRENE GASKET METAL ROOF PANEL - SEE STRUCTURAL DRAWINGS TOP CLOSURE SET IN SEALANT METAL ROOF FRAMING/ HEADER - SEE STRUCTURAL DRAWINGS 7 1/2" MIN. WALL FRAMING - SEE STRUCTURAL DRAWINGS4" MIN.8" MIN.MOISTURE BARRIER B.O. BAND 8' - 0" FIBER CEMENT BOARD SIDING FABRICATED 22 GA. DECORATIVE METAL ACCENT BAND BOX. COLOR TO BE P-7 SCHEDULED METAL STUD WALL BATT INSULATION, OCCURS AT CONDITIONED UNITS ONLY. MOISTURE BARRIER LED LIGHT FIXTURE, COORDINATE WITH ELECTRICAL DRAWINGS WIDTH OF ACCENT BAND 1' - 2"1' - 0"S L O P E FIBER CEMENT BOARD & BATTEN SIDING BATT INSULATION, OCCURS AT CONDITIONED UNITS ONLY VAPOR BARRIER FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL ALUMINUM REVEAL PER MANUFACTURER SCHEDULED DOOR, SEE DOOR SCHEDULE 4" CONCRETE SLAB ON GRADE OVER GRAVEL BASE, COORDINATE WITH STRUCTURAL CONCRETE POUR OVER SLAB WITH THICKENED EDGE COORDINATE WITH STRUCTURAL CONCRETE FOUNDATION, SEE, STRUCTURAL 1/2" EXPANSION MATERIAL CONT. PROVIDE CONCRETE SLOPE AT ENTRY DOORS OF CONDITIONED STORAGE BUILDINGS & ADA UNITS 1' - 6" S L O P E 1 :1 2 M A X ASPHALT PAVING 1 1/2"FASTENER AT EVERY RIB OR 12" O.C. MAX. WITH NEOPRENE GASKET TOP CLOSURE SET IN SEALANT, CONTINUOUS METAL ROOF FRAMING - SEE STRUCTURAL DRAWINGS WALL FRAMING - SEE STRUCTURAL DRAWINGS MOISTURE BARRIER METAL FLASHING PARAPET COPING SYSTEM, FINISH AS SCHEDULED METAL WALL PANEL, FINISH AS SCHEDULED SEE WALL SECTIONPARAPET HEIGHT VARIEST.O. PARAPET PER PLAN 2X FIRE TREATED NAILER SLOPE PRE-FINISHED METAL PARAPET CAP WEEP HOLES 6" METAL STUD FRAMING COORDINATE WITH STRUCTURAL FINISH GRADE SLOPE AWAY FROM BUILDING(REFER TO CIVIL DRAWINGS FOUNDATION PER STRUCTURAL BASE COURSE; RE: GEOTECHNICAL REPORT GRID LIQUID APPLIED AIR-WATER BARRIER (DASHED) CONC. SLAB ON GRADE VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORT BRICK VENEER AS SPECIFIED MORTAR NET 1" AIRSPACE MIN6"DAMP PROOFING 18 GA. FLASHING WITH HEMMED EDGE 6" METAL STUD FRAMING COORDINATE WITH STRUCTURAL FINISH GRADE SLOPE AWAY FROM BUILDING(REFER TO CIVIL DRAWINGS FOUNDATION PER STRUCTURAL BASE COURSE; RE: GEOTECHNICAL REPORT GRID R-19 BATT INSULATION @ CONDITIONED SPACES ONLY LIQUID APPLIED AIR- WATER BARRIER CONC. SLAB ON GRADE 2" FOAM PLASTIC BOARD INSULATION, OCCURS AT CONDITIONED SPACES ONLY VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORT EIFS FIBERGLASS MAT SHEATHING MIN6"EXPANSION JOINT DAMP PROOFING TOP CLOSURE SET IN SEALANT, CONTINUOUS SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING WALL FRAMING - SEE STRUCTURAL DRAWINGS MOISTURE BARRIER TAPERED RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PARAPET COPING SYSTEM, FINISH AS SCHEDULED SUBSTRATE COMPLIANT WITH TPO MANUFACTURER SLOPE SLOPE SEE WALL SECTIONPARAPET HEIGHT VARIEST.O. PARAPET PER PLAN 2X FIRE TREATED NAILER 6 " - 8 " M IN . METAL STUD WALL - SEE STRUCTURAL TOP CLOSURE SET IN SEALANT FASTENER AT EVERY RIB OR 12" O.C. MAX WITH NEOPRENE GASKET PRE FINISHED ENDWALL FLASHING MOISTURE BARRIER METAL ROOF SEE STRUCT. EIFS, COORDINATE WITH ELEVATIONS 8"BATT INSULATION @ CONDITIONED SPACES ONLY FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL PREFINISHED METAL FLASHING LIQUID APPLIED AIR-WATER BARRIER (DASHED) EXTERIOR SHEATHING. COORDINATE WITH STRUCTURAL METAL STUD FRAMING COORDINATE WITH STRUCTURAL FINISH GRADE SLOPE AWAY FROM BUILDING CONC. SLAB ON GRADE FOUNDATION PER STRUCTURAL GRAVEL BASE PER STRUCT. EXPANSION JOINT MATERIAL GRID FIBER CEMENT PANEL VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORTMIN6"DAMP PROOFING METAL STUD FRAMING PER STRUCTURAL FIBER CEMENT SIDING MOISTURE BARRIER, WRAP OVER THE PARAPET WALL FRAMING - SEE STRUCTURAL DRAWINGS METAL WALL PANEL, FINISH AS SCHEDULED FASTENER AT EVERY RIB OR 12" O.C. MAX. WITH NEOPRENE GASKET METAL ROOF FRAMING - SEE STRUCTURAL DRAWINGS METAL FLASHING T.O. PARAPET PER PLAN TOP CLOSURE SET IN SEALANT, CONTINUOUS 2X FIRE TREATED NAILER SLOPE PRE-FINISHED METAL PARAPET CAP PARAPET COPING SYSTEM, FINISH AS SCHEDULED FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL MOISTURE BARRIER (SHOWN DASHED) EIFS, SEE ELEVATIONS EXTERIOR SHEATHING T.O. PARAPET PER PLAN WALL FRAMING - SEE STRUCTURAL DRAWINGS METAL WALL PANEL, FINISH AS SCHEDULED FASTENER AT EVERY RIB OR 12" O.C. MAX. WITH NEOPRENE GASKET METAL ROOF FRAMING - SEE STRUCTURAL DRAWINGS METAL FLASHING TOP CLOSURE SET IN SEALANT, CONTINUOUS 2X FIRE TREATED NAILER SLOPE PRE-FINISHED METAL PARAPET CAP PARAPET COPING SYSTEM, FINISH AS SCHEDULED BRICK VENEER, AS SPECIFIED OVERHEAD DOOR, AS SPECIFIED DOOR GUIDE, PER MANUFACTURER WALL PER PLAN 5/8" FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL OVERHEAD DOOR JAMB TRIM. PAINT TO MATCH O.H. DOOR 5/8" FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL WALL, PER PLAN5-2 5A 1' - 4"22 GAUGE T-FLASHING, COLOR TO MATCH METAL WALL PANEL METAL PANEL, SEE ELEVATIONS 2-1/2" METAL INFILL FRAMING 18 GA. FLASHING WITH HEMMED EDGE 6" METAL STUD FRAMING COORDINATE WITH STRUCTURAL FINISH GRADE SLOPE AWAY FROM BUILDING(REFER TO CIVIL DRAWINGS FOUNDATION PER STRUCTURAL BASE COURSE; RE: GEOTECHNICAL REPORT GRID LIQUID APPLIED AIR- WATER BARRIER CONC. SLAB ON GRADE VAPOR BARRIER, COORDINATE WITH GEO TECH. REPORT EIFS FIBERGLASS MAT SHEATHING MIN6"DAMP PROOFING Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:54 AM CENTURY FARM SELF STORAGEDETAILSA5012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC3" = 1'-0"12 METAL ROOF @ BRICK WALL 3" = 1'-0"15 METAL ROOF @ METAL WALL SECTION 1 1/2" = 1'-0"2 BRICK VENEER @ GRADE - OFFICE WALLS 3" = 1'-0"16 GUTTER @ MTL STUD WALL3 1 1/2" = 1'-0"5 TURNED OVER SLAB 3" = 1'-0"11 FASCIA @ MTL STUD WALL2 3" = 1'-0"10 ROOF SLOPE SECTION @ FASCIA (METAL PANEL)2 3" = 1'-0"9 ACCENT BAND 3" = 1'-0"8 FIBER CEMENT BOARD WALL 13" = 1'-0"4 DOOR THRESHOLD @ STORAGE UNITS 3" = 1'-0"18 ROOF SLOPE SECTION @ END WALL - STONE 1 1/2" = 1'-0"3 BRICK VENEER @ GRADE - STORAGE WALLS 1 1/2" = 1'-0"1 EIFS @ GRADE - CONDITIONED 3" = 1'-0"17 PARAPET DETAIL @ STONE @ TPO ROOF 3" = 1'-0"13 METAL ROOF @ EIFS 1 1/2" = 1'-0"6 FOUNDATION DETAIL AT FIBER CEMENT PANEL WA-C-053" = 1'-0"20 PARAPET CAP AT FCP WALL 3" = 1'-0"19 PARAPET CAP DETAIL @ EIFS WA-M-431 1/2" = 1'-0"14 MASONRY WALL END DETAIL num. description date 1 1/2" = 1'-0"7 EIFS @ GRADE - STORAGE SEE REFLECTED CEILING PLAN SEE REFLECTED CEILING PLAN WALL FINISH PER PLAN FASTENER CEILING SUSPENSION WIRE METAL STUD BRACING AS REQUIRED CEILING GRID FASTENER METAL STUD TRACK GYPSUM WALLBOARD METAL STUD GYPSUM WALLBOARD CEILING TILE CORNER BEAD A502 12 ACOUSTICAL SUSPENDED CEILING, AS SPECIFIED 3-5/8" MTL. STUD BULKHEAD FRAMING GYPSUM BOARD, PAINT. 3-5/8" MTL. STUD TRACK MIN.6"ACT CEILING PER PLAN 3/4" CONT. SEALANT @ PERIMETER EDGE MOLDING AND WALL (DO NOT PAINT) "BERC2" SEISMIC ACP CEILING GRID CLIP ATTACHED TO PERIMETER EDGE MOLDING ACOUSTICAL CEILING TILE NOTE: DETAIL SHOWS REQUIRED RELIEF EDGE CONDITION. SYSTEM IS SEISMICALLY ATTACHED TO CLIP AND EDGE MOLDING AT FIXED OPPOSITE WALL LOCATIONS 8" MAX.SPACEBAR, TO KEEP PERIMETER COMPONENTS FROM SPREADING LATERAL FORCE BRACING: SUSPENDED CEILINGS BRACING SHALL BE AS PER IBC 2506.2.1 AND SECTION 13.5.6 OF ASCE 7 WHERE HORIZONTAL RESTRAINT IS REQUIRED (CEILING SF EXCEEDING 1,000 SF) HORIZONTAL RESTRAINT SHALL BE AFFECTED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHI N 2” OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90* FROM EACH OTHER AT AN ANGLE NOT EXCEEDI NG 45* FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12’-0” O.C. MAX. IN BOTH DIRECTIONS W/ THE FIRST POINT WITHIN 8’-0” FROM EACH WALL AT ONE CORNER OF THE ROOM AND NOT TO EXCEED 6’-0” MAX. FROM ANY WALL AT THE PERIMETER OF APPLICATION, ATTACHMENT OF ALL RESTRAINT WIRES SHALL BE AS PER CISCA STANDARDS AND SHALL BE ADEQUATE FOR THE LOAD IMPOSED, 400LBS. MINIMUM. (SEE ABOVE GENERAL NOTE) 12' - 0" MAX.6' - 0" MAX. ATTACHED WALL UNATTACHED WALL12' - 0" MAX.UNATTACHED WALLATTACHED WALLA-A D-D A-A E-E 1. USE HEAVY DUTY SUSPENSION SYSTEM. 2. CEILING MUST BE ATTACHED ON TWO ADJACENT WALLS. 3. CEILINGS SUBJECT TO SPECIAL INSPECTION. 4. WITH APPROVAL OF AUTHORITIES HAVING JURISDICTION, INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE IBC SECTION 1621.5 WITH THE FOLLOWING EXCEPTIONS: 5. USE OF BERC2 CLIPS WHICH ELIMINATES THE NEED FOR STABILIZER BARS. 6. 7/8" WALL MOLDING INSTEAD OF THE 2" WALL MOLDING. 7. CEILING AREAS LESS THAN 144 SQ. FT. ARE EXEMPT FROM SEISMIC REQUIREMENTS. VERIFY INSTALLATION OF CEILING TO BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8" MAX. A-A B-B C-C F-F E-E D-D E-ED-D 4' -0" TYPICAL 4' -0" TYPIC AL 3" M AXIM U M FRO M FIXTURE TYPICAL WIRE CONNECTION TO TRUSS/ROOF JOIST .75" TIGHT WALL INSTALLATION (ATTACHED WALL)CLEARANCE WALL INSTALLATION (UNATTACHED WALL) SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING OPTIONAL 1.5" TOTAL TRAVEL 8" M AX. ± 1 0 ° 3/4" 7/8" 8" M AX. ± 1 0 ° 7/8" PERIMETER WIRE PERIMETER WIRE BERC2 CLIP DETAILS A B C D E F H G I J K L A M N O P Q B J G DETAIL KEY NOTES FOR TYPICAL LIGHT SUPPORT SEE DETAIL C-C SEISMIC EXPANSION JOINT SEPARATING CEILINGS LARGER THAN 2,500 SQ. FT. SEE DETAIL F-F DETAIL GENERAL NOTES J A 12 GA. HANGER WIRE (EVERY 16 SQ. FT. MIN.) B 3 TURNS MIN. (1-1/2" RUN) C MAIN RUNNER OR CROSS TEE AS SCHEDULED D CEILING AS SCHEDULED E WALL ANGLE F WALL CONNECTION, ANCHOR TO STRUCTURAL ELEMENT G ACOUSTICAL CEILING SUSPENSION WIRE (TEST FOR 400 LBS.) H FASTEN TO DECK I 2" x18 GA. STEEL STUD (OR ACCEPTED ALTERNATE) SCREW ATTACHED TO MAIN TEE AND TO STRUCTURE ABOVE AT EACH SEISMIC RESTRAINT LOCATION J 12 GA. SPLAYED SEISMIC BRACING WIRES (45° OFF OF HORIZ., EVERY 144 SQ. FT. MIN.) SECURED TO STRUCTURE PER CISCA STANDARDS, DO NOT INSTALL PERPENDICULAR TO JOISTS K MAIN TEE L SLACK WIRES M LIGHT FIXTURE AS SELECTED N HEAVY DUTY MAIN 3" MAX. RUNNER O CROSS TEE P JOIST WEB MEMBERS Q BOTTOM JOIST CHORDQ 1/2" DIA GALV. STEEL THREADED EYEBOLT W/ 5/8" DIA. GALV STEEL THRU BOLT W/NUT AND WASHERS. PAINT SW IRON ORE 1/2" THICK ALUMINUM PLATE WELDED TO BACK OF ALUMINUM CHANNEL 12" X 3" ALUMINUM CHANNEL BEYOND 6" EXTRUDED ALUMINUM DECKING W/ 3/4" HIGH INTERLOCKING RIBS DECK LEDGER 12" X 3" ALUMINUM CHANNEL AT CANOPY PERIMETER 3'-0" FROM FACADE FINISH FACE HANGER RODS, PAINT SW IRON ORE. REFER TO STRUCTURAL DRAWINGS FOR QUANTITIES AND DESIRED LOCATIONS 10'-8" A.F.F. PRE-FINISHED FLASHING TO MATCH CANOPY STOREFRONT SYSTEM AS SPECIFIED METAL STUD HEADER, COORDINATE WITH STRUCTURAL 10'-0" A.F.F. GUTTER; COORDINATE GUTTER WITH ROOF EDGE/SUPPORT MEMBER AND BRICK VENEER METAL DECKING, SEAL OR BLOCK OFF OPEN END CELLS. PRODUCT MUST BE WATER RESISTANT NOTE: FABRICATE DECK EDGE, AND SUPPORT MEMBER TO ALLOW MAXIMUM COVERAGE MOISTURE BARRIER MORTAR NET PROVIDE SEALANT, CONTINUOUS PRE-FINISHED WALL FLASHING. PROVIDE FULL COVERAGE INSIDE THE FABRICATED CANOPY 1-1/2" RIGID CONTINUOUS INSULATION @ CONDITIONED SPACES FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL WALL PER PLAN SLOPE FABRICATED CANOPY PER SPECIFICATIONS CANOPY CONNECTION COORDINATE WITH STRUCTURAL HANGER RODS. COORDINATE LOCATION WITH STRUCTURAL. 1/4" PLATE; SEE STRUCTURAL METAL STUD WALL - SEE STRUCTURAL VERIFY IN FIELD MOISTURE BARRIER BRICK VENEER CANOPY CONNECTION PLATE. COORDINATE WITH STRUCTURAL. METAL ROOF PANEL - SEE STRUCTURAL DRAWINGS FRAMING - SEE STRUCTURAL DRAWINGS BATT INSULATION AT CONDITIONED BUILDINGS ONLY METAL ROOF PANEL - SEE STRUCTURAL VENT PIPE STAINLESS STEEL HOSE CLAMP FIELD CUT HOLE AT METAL ROOF PANEL 1" MIN LARGER THAN PIPE ROOF JACK - DEKTITE OR EQUAL, REFER TO MANUFACTURERS INSTRUCTIONS FOR INSTALLATION NOTE: PENETRATIONS SHOULD BE LOCATED IN CENTER OF PANEL WHERE POSSIBLE, LOCATE EDGE OF ROOF JACK 3" MIN FROM RIBSEE ICC/ANSI GUIDELINES FOR MFD HT.WALL AS SCHED. SEE WALL TYPES. 5/8" GYPSUM BOARD SEE WALL TYPES FOR FIRE RATINGS SEMI-RECESSED FIRE EXTINGUISHER CABINET HAND HELD FIRE EXTINGUISHER ROUGH OPENING REQ.SEE MANUFACTURE FORREQ. ROUGH OPENING SEE MANUF. FOR PROVIDE FURRING/ BLOCKING AS REQ. REQ. ROUGH OPENING SEE MANUF. FOR REQ. ROUGH OPENINGSEE MANUF. FOREIFS FINISH COAT - COLOR AND FINISH AS SPECIFIED BASE COAT - PROVIDE WATER STOP AT ANY PROFILES THAT PROTRUDE FROM FACE OF WALL MESH - PROVIDE IMPACT RESISTANT MESH AT ALL LOCATIONS 4' - 0" A.F.F. AND LOWER 3/4"1 1/2"PER CASEWORK TYPE PER CASEWORK TYPE PER CASEWORK TYPEPER CASEWORK TYPEPER ELEVATIONPER ELEVATIONPER ELEVATIONBACKSPLASH WHERE OCCURS, SEE INTERIOR ELEVATIONS COUNTERTOP CASEWORK, AS SCHEDULED CASEWORK, AS SCHEDULED CLEAR SPACE PER ANSI 117.1 BASE OF CABINET BEYOND SCHEDULED SINK, COORDINATE WITH PLUMBING PER CASEWORK TYPE PER CASEWORK TYPE PER CASEWORK TYPEPER CASEWORK TYPEPER ELEVATIONPER ELEVATIONPER ELEVATIONBACKSPLASH WHERE OCCURS, SEE INTERIOR ELEVATIONS COUNTERTOP CASEWORK, AS SCHEDULED CASEWORK, AS SCHEDULED CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK FINISH PER INTERIOR ELEVATIONS TILE TRANSITION AS SCHEDULED LUXURY VINYL TILE TILE TO LUXURY VINYL TILE WALL TILE AS SCHEDULED SCHLUTER - DILEX-AHK GROUT THIN SET PORCELAIN FLOOR TILE AS SCHEDULED WATER VAPOR CONTROL SYSTEM/CRACK SUPPRESSION MEMBRANE PARTITION AS SCHEDULED TOP OF SLAB 5"2' - 5"2' - 10"TO BOTTOM OF MIRROR3' - 4"3/4"1"1"WALL TYPE PER PLAN WITH BRACKET SUPPORTS @ 4'-0" MINIMUM SPACING, SEE DETAIL TILE OR MIRROR AS SCHEDULED SINK AS SELECTED SOLID SURFACE COUNTERTOP AS SELECTED ON 3/4" PLYWOOD P-TRAP H.C. SHROUD @ P-TRAP AND HOT WATER 3/16" STEEL SUPPORT BRACKET 4 THRU-BOLTS OR WELDED TILE AS SELECTED OVER 5/8" CEMENT BOARD A A B & C B C NOTE: INSTALL UNDER THE END OF PREFINISHED COPING SOLDERED METAL FLASHING NEW 24 GA. GI. NEW CONTINUOUS SEALANT NEW CORROSION RESISTANT FASTENER SPACED @ 6" O.C. SEALANT NEW CONTINUOUS INSTALL COPING PRIOR TO WALL FINISH INSTALLATION 6" COPING PARAPET FLASHING MEMBRANE EIFS, COORDINATE WITH ELEVATIONS MOISTURE BARRIER FIBERGLASS MAT SHEATHING METAL PANEL, COORDINATE WITH ELEVATION DRAWINGS CLOSURE METAL PER METAL PANEL MANUFACTURER METAL WALL FRAMING BATT INSULATION AT CONDITIONED SPACES ONLY METAL ROOF/ROOF FRAMING - SEE STRUCTURAL DRAWINGS PRE-FINISHED METAL FASCIA 2 LAYERS OF 5/8" GYPSUM BOARD, BOTH SIDES 7/8" VERTICAL METAL PANEL WALL PER PLAN METAL ROOF/ROOF FRAMING - SEE STRUCTURAL DRAWINGS A501 11 A501 15 SIM. SIM. 7/8" HORIZONTAL METAL PANEL FOR ATTACHMENT, SEE STRUCTURAL DRAWINGS GRID BUILDING METAL DOWNSPOUT, HOLD TIGHT TO BUILDING FACADE PER SPECIFICATIONS2" ABOVE PAVINGBUILDING FOUNDATION Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:54 AM CENTURY FARM SELF STORAGEDETAILSA5022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1" = 1'-0"8 SOFFIT / WALL 3" = 1'-0"9 ACT WALL EDGE DETAIL IN-M-046" = 1'-0"12 TYP. ACT EDGE DETAIL IN-M-0612" = 1'-0"16 TYPICAL CEILING NOTES1 3" = 1'-0"3 CANOPY EDGE 3" = 1'-0"2 CANOPY EDGE @ WALL 3" = 1'-0"1 CANOPY PLATE @ WALL2 3" = 1'-0"6 ROOF MATRIX1 1 1/2" = 1'-0"7 PIPE PENETRATION1 1 1/2" = 1'-0"5 F.E. CABINET SEMI-RECESSED FP-M-086" = 1'-0"10 EIFS GROOVE DETAIL WA-O-011" = 1'-0"13 TYP. CASEWORK SECTION AT SINK CM-O-021" = 1'-0"14 TYP. CASEWORK SECTION CM-O-013" = 1'-0"15 FLOORING TRANSITIONS FB-BDG-OT016" = 1'-0"17 PORCELAIN TILE TO TILE WALL - SCHLUTER SYSTEMS TRANSITION FB-BDG-031" = 1'-0"18 RESTROOM COUNTER TOP IN-O-23num. description date 1/2" = 1'-0"4 COPING END DETAIL RF-O-011 1/2" = 1'-0"19 WALL CORNER DETAIL EIFS TO METAL PANEL 1" = 1'-0"20 2 HR FIRE WALL AT STAGGERED ROOF 1 1/2" = 1'-0"11 DOWNSPOUT CONNECTION1 METAL STUD FRAMING, COORDINATE WITH STRUCTURAL W/ R-19 BATT INSULATION AT CONDITIONED SPACES SHIM AS REQUIRED MOISTURE BARRIER GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SEALANT ANGLE COORDINATE WITH STRUCTURAL. PAINT TO MATCH BRICK VENEER 5/8" GYPSUM BOARD - PAINTED (TYP.) BRICK VENEER MORTAR NET VAPOR BARRIER BOX BEAM - COORDINATE WITH STRUCT. METAL STUD FRAMING, COORDINATE WITH STRUCTURAL. BATT INSULATION AT CONDITIONED SPACES ONLY SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SEALANT PREFINISHED METAL HEAD FLASHING W/ DRIP EDGE 5/8" GYPSUM BOARD - PAINTED (TYP.) SUPPORT CLIP VAPOR BARRIER BOX BEAM - COORDINATE WITH STRUCT. 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. EIFS, COORDINATE WITH ELEVATIONS SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING PREFINISHED METAL FLASHING 5/8" GYPSUM BOARD - PAINTED (TYP.) EIFS, COORDINATE WITH ELEVATIONS SUPPORT CLIP VAPOR BARRIER 3/4" SEALANT AND BACKERROD METAL STUD FRAMING, COORDINATE W/ STRUCTURAL. BATT INSULATION AT CONDITIONED SPACES ONLY SEALANT, CONTINUOUS 4" METAL STUDS @ 16" O.C. W/ BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 3/4" CONT. BACKER ROD AND SEALANT AT BOTH SIDES AS REQ. VAPOR BARRIER ALUMINUM STOREFRONT AS SCHEDULED SHIM AS REQ. MOISTURE BARRIER OVER EXTERIOR SHEATHING BRICK VENEER GLAZING AS SCHED. 18 GA. PREFINISHED METAL CAVITY FLASHING CLOSURE ANGLE 5/8" GYP 2 1/4"6" METAL STUDS @ 16" O.C. W/ R-19 BATT INSULATION IN WALL CAVITY SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SEALANT PREFINISHED METAL SILL FLASHING W/ DRIP EDGE 5/8" GYPSUM BOARD - PAINTED (TYP.) BRICK VENEER VAPOR BARRIER SEALANT, CONT. OVER HEAD DOOR, SEE SCHEDULE OVERHEAD DOOR HOUSING PER MFG. 4" METAL STUDS @ 16" O.C. W/ R-19 BATT INSULATION IN WALL CAVITY PROVIDE FLASHING AROUND OPENING AS REQ. BY CODE METAL PANEL AS SPECIFIED BOXED HEADER, COORDINATE WITH STRUCTURAL DRAWINGS 8 A503 OVERHEAD ROLLING DOOR- INSTALL PER MANUFACTURER'S REQUIREMENTS WALL AS SCHEDULED JAMB PROVIDED BY DOOR MANUFACTURER DUST GUARD OVERHEAD DOOR JAMB TRIM, TYPICAL PRE-FINISHED METAL JAMB, TYPICAL OF ALL OVERHEAD DOOR LOCATIONS, PAINT P-7 METAL STUD FRAMING W/ BATT INSULATION IN WALL CAVITY WHERE REQ. SEE WALL TYPES. HOLLOW METAL DOOR FRAME AS SCHEDULED 5/8" GYPSUM BOARD AT BOTH SIDES - PAINTED DOOR AS SCHEDULED CONT. SEALANT AT BOTH SIDES 2"WALL TYPE PER SCHEDULE DOOR AND FRAME AS SCHEDULED CONT. SEALANT AT BOTH SIDES ANCHORS, 3 PER JAMB2" PROVIDE CONT. SEALANT AT BOTH SIDES PER MANUF. REQ. ALUMINUM STOREFRONT AS SCHEDULED R-10 RIGID FOUNDATION INSULATION GLAZING AS SCHEDULED. SILL RECEPTOR FLASHING W/ END DAM FLASHING AT CORNERS. INSTALL AS PER MANUF. REQ. PROVIDE CONT. SEALANT AT BOTH SIDES PER MANUF. REQ. ALUMINUM STOREFRONT DOOR AS SCHEDULED R-10 RIGID FOUNDATION INSULATION DOOR THRESHOLD SET INTO FULL BED OF SEALANT FILLER MATERIAL AT DOOR AT WINDOW 3/4" CHAMFER GLAZING AS SCHEDULED ALUMINUM STOREFRONT DOOR AND FRAME GLAZING AS SCHEDULED GLAZING AS SCHEDULED ALUMINUM STOREFRONT DOOR AND FRAME GLAZING AS SCHEDULED. (TYP) ALUMINUM STOREFRONT FRAME 4 1/2" 2" 2"4 1/2"DOOR HEAD DOOR JAMB MULLION 6" METAL STUDS @ 16" O.C. W/ R-19 BATT INSULATION IN WALL CAVITY MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. SEALANT AT BOTH SIDESPREFINISHED METAL HEAD FLASHING W/ DRIP EDGE 5/8" GYPSUM BOARD - PAINTED (TYP.) EXTR. CORRUGATED PROFILE PANEL CONT. SHIM SUPPORT CLIP VAPOR BARRIER DOOR AND FRAME AS SCHEDULED BOX BEAM - COORDINATE WITH STRUCT. 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. METAL STUD FRAMING VAPOR BARRIER MOISTURE BARRIER OVER EXTERIOR SHEATHING METAL PANEL AS SCHED. 5/8" GYP 2" ANCHORS, 3 PER JAMB DOOR AND FRAME AS SCHED. 3/4" CONT. BACKER ROD AND SEALANT METAL STUD FRAMING VAPOR BARRIER MOISTURE BARRIER OVER EXTERIOR SHEATHING EIFS, REFER TO ELEVATIONS 5/8" GYP ANCHORS, 3 PER JAMB DOOR AND FRAME AS SCHED. 3/4" CONT. BACKER ROD AND SEALANT METAL STUD FRAMING VAPOR BARRIER MOISTURE BARRIER OVER EXTERIOR SHEATHING EIFS, REFER TO ELEVATION DRAWINGS 5/8" GYP 3/4" CONT. BACKER ROD AND SEALANT BRICK VENEER FIBER CEMENT BOARD & BATTEN SIDING LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL UNIT 1 UNIT 2 AIR SPACE METAL WALL PER PLAN FULL HEIGHT METAL PANEL BATT INSULATON AT CONDITIONED SPACES ONLY10 7/8"METAL WALL PER PLAN ALUMINUM REVEAL PER MANUFACTURER CONTINUOUS INSULATION AT CONDITIONED LOCATIONS ONLY CONTINUOUS BACKER ROD AND SEALANT SEALANT, CONTINUOUS BRICK VENEER FIBER CEMENT BOARD & BATTEN SIDING LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL UNIT 1 UNIT 2 1" AIR SPACE METAL WALL PER PLAN FULL HEIGHT METAL PANEL 2HR RATED WALL. SEE SHEET A611 FOR ASSEMBLY.10 7/8"ALUMINUM REVEAL PER MANUFACTURER BRICK VENEER EXTERIOR INSULATION FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL UNIT 1 UNIT 2 1" AIR SPACE METAL WALL PER PLAN FULL HEIGHT METAL PANEL CONTINUOUS BACKER ROD AND SILICONE SEALANT CONTINUOUS INSULATION AT CONDITIONED LOCATIONS ONLY BATT INSULATION AT CONDITIONED SPACES ONLY EXTERIOR INSULATION FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS FIBER CEMENT BOARD & BATTEN SIDING LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL UNIT 1 UNIT 2 BATT INSULATON AT CONDITIONED SPACES ONLY ALUMINUM REVEAL PER MANUFACTURER UNIT 1 UNIT 2 METAL WALL PER PLAN FULL HEIGHT METAL PANEL EXTERIOR INSULATION FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL BATT INSULATION AT CONDITIONED SPACES ONLY UNIT 1 UNIT 2 METAL WALL PER PLAN FULL HEIGHT METAL PANEL CONTINUOUS BACKER ROD AND SILICONE SEALANT FIBER CEMENT EXTERIOR FINISH MATERIAL AS SPECIFIED LIQUID APPLIED AIR-WATER BARRIER (DASHED) FIBERGLASS MAT SHEATHING, COORDINATE WITH STRUCTURAL EXTERIOR INSULATION FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS (WHERE OCCURS) BATT INSULATION AT CONDITIONED SPACES ONLY CONTINUOUS INSULATION AT CONDITIONED LOCATIONS ONLY FIBER CEMENT REVEAL TRIM METAL PER MANUFACTURER FIBER CEMENT PANEL METAL TRIM PER MANUFACTURER 6" METAL STUDS @ 16" O.C. W/ R-19 BATT INSULATION IN WALL CAVITY SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SEALANT SILL FLASHING W/ DRIP EDGE 5/8" GYPSUM BOARD - PAINTED (TYP.) EIFS PER EXTERIOR ELEVATIONS 2"S L O P E VAPOR BARRIER 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. LINE OF PARAPET ABOVE EIFS, COORDINATE WITH ELEVATIONS MOISTURE BARRIER FIBERGLASS MAT SHEATHING METAL PANEL, COORDINATE WITH ELEVATION DRAWINGS CLOSURE METAL PER METAL PANEL MANUFACURER PARAPET WALL BELOW 4 A502 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 8/3/2020 11:56:08 AM CENTURY FARM SELF STORAGEOPENING AND TRANSITION DETAILSA5032929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC3" = 1'-0"1 STOREFRONT HEAD @ STONE VENEER 53" = 1'-0"6 STOREFRONT HEAD @ EIFS 63" = 1'-0"4 STOREFRONT JAMB @ EIFS 93" = 1'-0"3 STOREFRONT JAMB @ STONE VENEER 3" = 1'-0"2 STOREFRONT SILL @ STONE VENEER 1 1/2" = 1'-0"7 OVERHEAD COILING DOOR HEAD3 3" = 1'-0"8 OVERHEAD DOOR JAMB3 3" = 1'-0"11 INTR. HOLLOW METAL HEAD @ GYP. BD.OP-M-HD043" = 1'-0"12 DOOR OPENING JAMB STUDS OP-M-HD011 1/2" = 1'-0"15 EXT. ALUM. STOREFRONT SILL & THRESHOLD OP-C-SF063" = 1'-0"16 TYPICAL EXTERIOR ALUM. STOREFRONT DETAILS OP-O-SF063" = 1'-0"13 HOLLOW METAL DOOR HEAD @ MTL PANEL2 133" = 1'-0"14 HOLLOW METAL DOOR JAMB @ MTL PANEL 3" = 1'-0"10 HOLLOW METAL DOOR JAMB @ EIFS 3" = 1'-0"9 HOLLOW METAL DOOR HEAD @ EIFS 3" = 1'-0"21 INTERIOR CORNER TRANSITION - BRICK VENEER TO FIBER CEMENT 3" = 1'-0"19 INTERIOR CORNER TRANSITION - BRICK VENEER TO FIBER CEMENT 2HR RATED 3" = 1'-0"20 INTERIOR CORNER TRANSITION - EIFS TO BRICK VENEER 3" = 1'-0"22 INTERIOR CORNER TRANSITION - EIFS TO FIBER CEMENT 3" = 1'-0"18 EIFS TO EIFS OUTSIDE CORNER 3" = 1'-0"17 FIBER CEMENT TO FIBER CEMENT OUTSIDE CORNER 17num. description date 3" = 1'-0"5 EXTR. ALUM. STOREFRONT SILL @ E.I.F.S.OP-M-SF071 1/2" = 1'-0"23 PARAPET WALL END DETAIL Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:53:56 AM CENTURY FARM SELF STORAGEUL RATINGS AND DIAGRAMSA6012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCnum. description date B C METAL HAT TRACK BURGLAR BARS TO BE INSTALLED TO A MAXIMUM OF 36" ABOVE HALLWAY SYSTEM, SPACE BARS 8" MAX. INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36". MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE LIGHT BULBS. PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING TOP OF WALL CONDITION a PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PARTITION MODIFIER X#M PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 4" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND CONTRACTORS NOTE: ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON THIS SHEET LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER METAL PANEL, ONE SIDE LINE OF STRUCTURE FACE OF COLUMN, WALL, OR OTHER CONSTRUCTION, NEW OR EXISTING, PROVIDING BACKUP FOR STUD BRACING PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS LINE OF STRUCTURE METAL STUDS, PER STRUCTURAL REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER METAL PANEL, ONE SIDE (GALVANIZED METAL PANEL ON NON- CONDITIONED UNITS, WHITE METAL PANEL ON CONDITIONED UNITS) SOUND ATTENUATION BATTS (SAB) @ CONDITIONED SPACES ONLY METAL PANEL ON BOTH SIDES AT SHARED WALL BETWEEN CONDITIONED AND NON-CONDITIONED UNITS (ONE SIDE GALVANIZED AND OTHER SIDE WHITE METAL PANEL) LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 2 LAYERS OF 5/8" GYP. BD. EACH SIDE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER METAL PANEL, BOTH SIDES1"1 1/2"1 1/2"6"PARALLEL 6"1 1/2"1"1 1/2"PERPENDICULAR FLOOR/CEILING, ROOF/CEILING ASSEMBLY FLOOR/CEILING, ROOF/CEILING ASSEMBLY SOUND ATTENUATION BLANKET FIRE STOPPING, BOTH SIDES - MATCH WALL RATING FIRE STOP TRACK INTERIOR GYPSUM WALL BOARD,5/8" TYPE 'X' - AT 2 HR ASSEMBLIES, USE (2) LAYERS WALL AS SCHEDULED FIRE STOPPING ALL AROUND PENETRATIONS SLOTTED DEEP LEG DEFLECTION TRACK SLIP CONNECTION VERTICAL STUD ISOMETRIC VIEW OF SLOTTED TOP TRACK GENERAL NOTES 1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS. 2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS. 3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANU FACTURER AND UL APPROVED METHODS FOR A TYPICAL CONDITIONS. 4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE. 5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM). 6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, I S THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION. 7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MI D-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS. 8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SU PERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK. 9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TY PES. 10. AT FIRE -RATED WALLS REFER TO JOINT FIRESTOPPING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS. 11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED. 12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FI RESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS. 13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS. 14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB). 15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE. 2"x20 GA STRAPS AT 16" O.C. MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MTL STUDS 1"1" SLOTTED TOP TRACK 1"1"PROVIDE DIAGONAL BRACING (AT 45° TYP) OF TOP TRACK AT 48" O.C. MAX BETWEEN FULL HEIGHT STUDS DOOR OPENING DOOR OPENING DOUBLE DOOR OPENING BELOW CEILING OPENING LARGE BELOW CEILING OPENING ABOVE CEILING OPENING LARGE ABOVE CEILING OPENING MOUNTING DETAIL TYPE B DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS 4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX ALL STUDS ARE TO BE 20 GAUGE IF GREATER THAN 8' - 6" 8' - 6" MAX 8' - 6" MAX 4' - 6" MAX 25 GA MIN BOTTOM TRACK (TYP) FLOOR LINE 20 GA MTL TOP TRACK (TYP UNO) CEILING LINE UNDERSIDE OF SLAB, FLOOR OR ROOF DECK 2" WIDE 20 GA METAL STRAP OPENING ABOVE CEILING WHICH INTERRUPTS LOWER OPENING JAMB STUDS STONE VENEER WALLS 16 GA MIN STUDS AT NOTE TO USER: STONE SHOULD NOT BE ATTACHED DIRECTLY TO SHAFT WALLS. PROVIDE ADDITIONAL FURRING FOR STONE BACK-UP. WHERE STONE EXCEEDS 10'-0" IN HEIGHT, OR IF STONE IS GRAVITY SUPPORTED BY THE STUDS, THEY SHOULD BE ENGINEERED. 20 GA MIN STUDS AT WALL MOUNTED ARCHITECTURAL CABINETS/MILLWORK/ ATTACHED SHELVING DOOR OPENING NOTES: 1. ALL STUDS ARE SPACED 16" O.C. MAXIMUM. 2. ALL STUDS SHALL BE "C" STUDS WITH 1/4" RETURN FLANGE MINIMUM. 3. INDICATES SHELVING OR CABINETRY 4. INDICATES STONE 5. DOUBLE STUDS AT SIDES OF OPENING SHALL NOT BE CUT FOR DUCTWORK OR ANY OTHER MECHANICAL SYSTEMS. 6. REFER TO A-621/06 FOR MOUNTING TYPE DETAILS. 7. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O. 8. ALL DETAIL REFERENCES ON THIS DRAWING REFER TO DETAILS ON THIS SHEET. 1. STUDS BRACED BY GYPSUM WALLBOARD EACH SIDE. MAXIMUM SCREW SPACING SHALL NOT EXCEED 12” O.C. 2. 5LBS / SQ. FT. MAX LATERAL LOAD 3. FY (MIN) = 33KSL 4. DEFLECTION LIMIT 1/120 5. FOR H > 16’-0” AND BRACING > 8’-0” SEPARATE ENGINEERED DRAWINGS WILL BE REQUIRED 6. NOT APPLICABLE TO SHEAR WALLS 7. FOR SLIP TRACK IN ONE HOUR RATED WALL ASSEMBLIES USE UL SYSTEM NO. HW-S-028. HEIGHT METAL STUD SIZE & SPACING UP TO 16'-0" 362S125-33 AT 16" O.C. 362S125-18 AT 16" O.C. BRACE SIZE 400S125-33 362S125-18 UP TO 12'-0" BRACE LENGTH 8'-0" TO 6'-1" 6'-0" OR LESS NOTE: 33 MILS = 20 GA. AND 18 MILLS = 25 GA. 1 1 UNO6"CEILING LINE DETAIL GENERAL NOTES BRACING AT 4’-0” O.C. STAGGERED WITH (3) #10 EACH END 20 GA SLOTTED 2” DEEP LEG SLIP TRACK WITH (3) #10 SCREWS AT EACH STUD (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X-U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X- U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) CONCRETE SLAB CONTINUOUS 20 GA UN-PUNCHED TRACK (1-5/16” FLANGE) WALL CONSTRUCTION. SEE WALL TYPES. STEEL STUDS (SEE SCHEDULE) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) 20 GA CONTINUOUS TRACK STRUCTURAL MEMBER ABOVE 2"x16 GA STRAPS AT 16" O.C. MTL STUDS DESIGN BASIS: UL-HW- D-0043 METAL DECK (PERPENDICULAR TO FLUTES) DESIGN BASIS: UL-HW- D-0264 METAL DECK (PARALLEL TO FLUTES)5/8" MIN1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK MINERAL WOOL FIRE STOP JOINT SPRAY MINERAL WOOL FORMING MATERIAL MTL STUDS 1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK FIRE STOP JOINT SPRAY1/2" MIN1 1/2"1/2" MIN1 1/2"GWB SOUND AND SMOKE CLOSURE STRIP, SECURED TO STRUCTURE, PROVIDE ON BOTH SIDES AT SOUND WALLS 2"x20 GA STRAPS AT 16" O.C. MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MIN. OF ONE LAYER OF GWB CUT TO FOLLOW PROFILE OF DECKING AT SMOKE PARTITION, BOTH AT SOUND WALLS FILL FLUTE VOID W/ SAB5/8" GYP. BD. SEALANT BOTH SIDES MTL STUDS SLOTTED TOP TRACK 5/8" GYP. BD. SEALANT, BOTH SIDES. REF SPECS FOR TYPE LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED SEE DETAILS 8/A611 & 9/A611 FOR FIRE RATED WALL CONDITIONS A611 7 TYPE A CONT16 GA 6" WIDE MTL BACKING PLATE MOUNTING HEIGHTSREF TYPICALTYPE B 20 GA MTL RUNNER TRACK - CLIP FLANGES TO FIT OVER STUDS 6" MIN, DEEPER IF REQUIRED MOUNTING HEIGHTSREF TYPICALTYPE CMOUNTING HEIGHTSREF TYPICAL8" MIN, DEEPER IF REQUIRED MIN 20 GA MTL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 14 GA STL RUNNER TRACK- CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE EXTERIOR SHEATHING SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE RATED PARTITION AS INDICATED ON PLAN, EXTEND GWB TO INTERIOR FACE OF EXTERIOR SHEATHING INTERSECTION AT RATED PARTITION AND EXTERIOR WALL CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLAN INTERSECTION OF RATED PARTITION AND CONCRETE INTERSECTION AT RATED PARTITION AND CONCRETE LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION INTERSECTION OF CROSS CORRIDOR DOOR IN RATED PARTITION MIN3"CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLANMIN3"2 5/8" SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE *REF FRAMING DETAILS FOR TRACK AND STUD NOTES WALL PRIORITY NOTES: 1. WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT: WALLS OF HIGHER PRIORITY SHALL BE CONTINUOUS. 2. LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO" HIGHER PRIORITY WALLS, BUT SHALL NOT INTERRUPT CONTINUITY OF THE HIGHER PRIORITY WALL. 2"2" PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2"2" 2"PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2"SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE INTERSECTION AT VARIOUS WALL PRIORITY CONFIGURATIONS LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION (MAINTAIN CONTINUITY PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS2"PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS2" LOWER PRIORITY PARTITION PROVIDE FIRE SEALANT AT INTERFACE HOLLOW METAL FRAME METAL PANEL, PRE- FINISHED, REGAL WHITE INSTALL MESH AT TOP OF UNIT IF SPACE ABOVE UNIT IS GREATER THAN 36", MESH SHOULD NOT BE INSTALLED IF IMPEDES ACCESS TO CHANGE 7/8" METAL HAT TRACK BURGLAR BARS 8" MAX O.C., HORIZONTAL, PAINT TO MATCH METAL PANELS MAX.8"MAX. @ BURGLAR BARS3' - 0"EXTEND STUDS TO ROOF DECK ROOF DECK Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:01 AM CENTURY FARM SELF STORAGESTANDARD PARTITION TYPES AND DETAILSA6112929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC*NOTE: FOR ONE-HOUR RATED WALLS USE UL DESIGN NO. U419; SEE UL RATING SHEET *NOTE: UL U490 ASSEMBLY NOT TO SCALEAMETAL STUD WITH 1 LAYER 5/8" GYP. BD. ON EACH SIDE WA-BDG-01NOT TO SCALECMETAL STUD WITH 1 LAYER 5/8" GYP. BD. & MTL PANEL WA-BDG-03NOT TO SCALEG1 LAYER 5/8" GYP. BD.WA-BDG-08PARTITION TYPE CORE WIDTH PARTITION WIDTH A 0' - 3 5/8" 0' - 4 7/8" A6 0' - 6" 0' - 7 1/4" PARTITION TYPE CORE WIDTH PARTITION WIDTH C6 0' - 6" 0' - 6 5/8" PARTITION TYPE CORE WIDTH PARTITION WIDTH G 0' - 0" 0' - 0 5/8" FIRE RATING LEGEND 2 HR FIRE BARRIER NON RATED NOT TO SCALEMTLMETAL STUD WITH MTL PANEL ON ONE SIDE NOT TO SCALEMTLFMETAL STUD WITH (2) LAYERS OF GYP. BD. AND MTL STUD ON EACH SIDE PARTITION GENERAL NOTES 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE USED ON THIS PROJECT. 2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE 'A'. IF UNCLEAR CONTACT ARCHITECT. 3. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND. STC RATINGS LISTED ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD. 4. SEE SPECIFICATIONS FOR SOUND ATTENUATION BATTS (SAB) REQUIREMENTS. WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM FLOOR TO STRUCTURE ABOVE. 5. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR LOCATION AND ACCORDI NG TO REQUIREMENTS LISTED IN THE SPECIFICATIONS. 6. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT (CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH EXPANSION/CONTRACTION CAPACI TY OF SEALANT MATERIAL TO MAINTAIN THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS - SEE SPECIFICATIONS. 7. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 8. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 9. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS. 10. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFI TS. 11. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 12. PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT ARE SHOWN GRAPHICALLY ON PLANS WITH HATCH PATTERNS. 13. THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS THREE CHARACTERS. THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE, THE SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD WIDTH. IN SOME INSTANCES, ADDITIONAL CHARACTERS OR "MODIFIER" MAY BE ADDED TO THE END TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE WALL. REFER TO CHART BELOW FOR MODIFIER DEFINITIONS. IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD SIZE WILL BE 3 5/8" FOR METAL STUD CONSTRUCTION AND 2X4 FOR WOOD CONSTRUCTION TYPICAL, U.N.O. 14. ALL PARTITIONS EXTEND TO DECK UNLESS NOTED OTHERWISE. 3" = 1'-0"10 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS (ALTERNATE)FP-M-073" = 1'-0"4 HEAD-OF-WALL DETAILS - GENERAL REQUIREMENTS FOR STUD WALLS WA-M-113" = 1'-0"8 HEAD-OF-WALL DETAILS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL WALLS WA-M-121/4" = 1'-0"11 TYPICAL INTERIOR PARTITION FRAMING WA-M-091" = 1'-0"3 TYPICAL NON-BEARING STEEL STUD WALL PARTITION DETAIL WA-M-103" = 1'-0"9 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS FP-M-063" = 1'-0"7 HEAD-OF-WALL DETAILS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS WA-M-133" = 1'-0"2 TOP OF WALL CONDITION - TYPE 'D' (NON-RATED)WA-M-17PARTITION TYPE CORE WIDTH PARTITION WIDTH COMMENTS MTL2-4 0' - 4" 0' - 4 7/8" WHITE METAL PANEL ON ONE SIDE (CONDITIONED) MTL2-6 0' - 6" 0' - 6 7/8" WHITE METAL PANEL ON ONE SIDE (CONDITIONED) MTL3-4 0' - 4" 0' - 4 7/8" GALVANIZED METAL PANEL ON ONE SIDE (NON-CONDITIONED) MTL3-6 0' - 6" 0' - 6 7/8" GALVANIZED METAL PANEL ON ONE SIDE (NON-CONDITIONED) MTL4-6 0' - 6" 0' - 7 3/4" GALVANIZED ON ONE SIDE + WHITE METAL PANEL ON OTHER SIDE (DEMISING BETWEEN NON-CONDITIONED AND CONDITIONED) 3" = 1'-0"6 METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT WA-M-06PARTITION TYPE CORE WIDTH PARTITION WIDTH COMMENTS MTLF1-4 0' - 4" 0' - 8 1/4" DARK BRONZE METAL PANEL ON EXTERIOR + GALVANIZED METAL PANEL ON THE INTERIOR MTLF3-4 0' - 4" 0' - 8 1/4" GALVANIZED METAL PANEL ON BOTH SIDES num. description date 3" = 1'-0"5 GWB DETAIL - TYPICAL GYPSUM WALLBOARD PRIORITY DETAILS WA-M-043/4" = 1'-0"1 TOP OF WALL CONDITION - TYPE 'B' (NON-RATED)WA-M-17 OVERHEAD COILING DOOR MANUF.PERPER SCHEDULEPLATE OC-1 & 2 OVERHEAD COILING ADA UNIT - TYPICAL 8' - 0"OC-A 3' - 4"9 1/2"1' - 3"STRAP (EXTERIOR)HANDLE (EXTERIOR) WITH ROPE (INTERIOR); ROPE ADJUSTED IN FIELD TO COMPLY WITH ADA REACH REQUIREMENTS (WHEN OPEN) DUST GUARD BOTH SIDES, SEE DETAIL DUST GUARD BOTH SIDES, SEE DETAIL /SEE: 2 A631 /SEE: 2 A631 A631 1 FRAME SUB-TYPES M MASONRY HEAD (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) MT MASONRY HEAD AND TERMINATED STOPS (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) R RADIATION RESISTANT (SEE SPECIFICATIONS) T TERMINATED STOP (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) DOOR PANEL TYPES NOTES 1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT 2. INSET FRAME DEPTH/THROAT IS 6" UNLESS OTHERWISE NOTED 3. INSET FRAMES HEAD WIDTH IS 2" UNLESS DENOTED AS MASONRY HEAD 4. WRAPPED FRAME'S HEAD WIDTH IS 2" FRAME TYPE NOMENCLATURE X x DENOTES FRAME SUB-TYPE DENOTES FRAME TYPE (SEE ADJACENT FRAME TYPE ELEVATIONS) F 3' - 0"3' - 4"G 6"6" FLUSH HALF GLASS AM 5"5"5"1' - 0"FULL GLASS MEDIUM ALUMINUM EXTERIOR STRAP WASHER DOOR SHEET WASHER NUT INTERIOR NOTES: 1. MOUNT STRAP TO HIGH RIB 2. BLOT NOT TO GO PAST BACKSIDE OF DOOR RIB AS SHOWN BOLT FELT TAPE 2"2' - 0"2"6' - 2"2' - 0"2" 10' - 8"2"1' - 8"2"7' - 10"2"10' - 0"GL-2T GL-2T GL-2T GL-2TGL-2T 15 A503 2 A503 1 A503 16 A503 16 A503 DOOR PER SCHEDULE W1 STORE FRONT BRONZE FRAMES 2"3' - 8"2"2"4' - 8"2"4' - 0"4' - 0"5' - 0" 2 A503 3 A503 1 A503 GL-2T W2 STORE FRONT BRONZE FRAMES 6 A503 4 A503 5 A503 GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION BZ DOOR AND WINDOW FINISH LEGEND PT PER TENANT SPECIFICATIONS BRONZE ANODIZED FRAMES HM HOLLOW METAL ALUM ALUMINUM PER MFR. PER MANUFACTURER MTL METALWINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. DOOR & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:03 AM CENTURY FARM SELF STORAGEDOOR, WINDOW AND FRAME TYPE ELEVATIONS AND DETAILSA6312929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC1/2" = 1'-0"2 DUST GUARD 1 1/2" = 1'-0"1 STRAP DETAIL GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. num. description date WALL- MOUNTED EXIT SIGN AT EXIT DOOR LOW LEVEL EXIT SIGN (WHERE OCCURS) AT EXIT DOOR COAT HOOK (DOOR- MTD) COAT HOOKS (WALL- MTD) FEC OR FHV CABINET MEDICAL GAS ALARM PANEL REQ. SIGNAGE AT UNISEX TOILET ENTRY DOOR REQ. SIGNAGE AT WOMEN'S TOILET ENTRY DOOR REQ. SIGNAGE AT MEN'S TOILET ENTRY DOOR FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING DARK ROOM STATUS LIGHT CARD READER, LOCAL ALARM, OR ARMING STATION WALL-MTD TELEPHONE & OUTLETSPECIAL PURPOSE OUTLETS THERMOSTAT OR FIRE ALARMTELEPHONE OR DATA OUTLET INTERCOM STATION DESK INTERCOM OUTLET DUPLEX OUTLETDUPLEX OUTLET LIGHT SWITCH MANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET PAPER TOWEL DISPENSER & RECEPTACLE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE SOAP DISPENSER SEAT COVER DISPENSER SANITARY NAPKIN VENDORS PAPER TOWEL DISPENSER & RECEPTACLE COMBINATION SEAT COVER DISPENSER/ TOILET TISSUE DISPENSER/ SANITARY NAPKIN RECEPTACLE TOILET TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN RECEPTACLE SHOWER CURTAIN ROD FOLDING SHOWER SEAT FIXED SHOWER HEAD FLEXIBLE 60" SHOWER SPRAY HOSE FLEXIBLE 60" BATHTUB SHOWER SPRAY HOSE SINGLE LEVER SHOWER MIXING VALVE RECESSED SHOWER STALL SOAP DISH MOUNT FOLDING SHOWER SEAT SO THAT SEAT IS 18" AFF WHEN FOLDED DOWN. WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) STANDARD URINAL (SIDE VIEW) ACCESSIBLE URINAL (SIDE VIEW) ACCESSIBLE WATER CLOSET (SIDE VIEW) MOUNT DRINKING FOUNTAIN OR WATER COOLER CENTERED HORIZONTALLY WITHIN ALCOVE, TYPICAL DRINKING FOUNTAIN OR WATER COOLER (SIDE VIEW) ELECTRICAL PANEL BOARD (NON- PROTRUDING) ADA MIRROR FEC OR FHV CABINET IN LAB CORRIDOR LOCATE 3" ABOVE DOOR FRAMEWHEN DIM ABOVE DOOR HEADIS 12" OR GREATER> 12"ALIGN WITH TOP OF ADJACENT FRAMEWHEN DIM ABOVE DOOR HEAD < 12"MOUNT ON STRIKE SIDE4"EQEQ 6"4" EQEQ 6'-0"6"4'-6"5'-9"3'-6"1'-0"1'-0"4'-0"1'-0"EQEQ 5'-0"1'-0"EQEQ 5'-0"EQ 1'-0"EQ 5'-0"4'-6 3/4"5'-0"6'-8"6'-8"3'-9"8" TYP 8" TYP ALIGN WITH TOP OF ADJACENT FRAME1'-6"3'-9"4'-0"7'-0"2'-6"4'-11"4'-2 1/2"4'-5"3'-6"4'-1"3'-7 1/2"5'-0"3'-8 3/4"2'-3"2'-9"1'-6"6'-6"5'-0"4'-0"TOP OF MTG BRACKET5'-0"3'-2"BOT OF MTG BRACKET2'-0"MTG BRACKET3'-4"3'-4"7'-6"9"MIN6" MAX 8" MIN 2'-5" MIN CLR2'-10" MAX TO RIM3'-4" MAX1'-7"1'-5"MAX6'-6"1'-9"4'-0"(ADA)4' - 0" MAX HEIGHT REACH3' - 0" MIN. FOR CONTROLS1' - 3" MIN LOW REACHTHE CONTROLS FOR THE FLUSH VALVES TO BE 3'-8" A.F.F. URINALS SHALL BE MOUNTED 15" MIN (OR GREATER AS SHOWN ON PLANS) FROM ADJ WALL OR SCREEN TO CENTERLINE OF FIXTURE. THE CONTROL MECHANISM TO BE LOCATED 3'-8" MAX AFF LAVATORIES ADJ TO A WALL SHALL BE MOUNTED 18" MIN (OR GREATER AS INDICATED ON PLANS) FROM ADJ WALL TO CENTERLINE OF FIXTURE. HOT WATER PIPES AND DRAIN LINES TO BE INSULATED. BOTTOM OF MIRROR REFLECTIVE SURFACE 2' - 9" CENTERLINE OF GRAB BAR3' - 0" MIN. FOR CONTROLS3' - 10" MAX REACH OVER COUNTER4' - 0" MAX HIGH REACH3' - 0" MIN FOR CONTROLS3' - 4" MAX OPERABLE TOILET ACCESSORIES3' - 10" MAX REACH OVER COUNTER1' - 3" MIN LOW REACH3' - 0" MIN FOR CONTROLS4' - 0" MAX HIGH REACH11" MIN 9"MIN6" MAX 8" MIN 2'-5" MIN CLR11" MIN 36" MAXFIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION915965 - 109038" - 43" STANDING PERSONS WHEELCHAIR ACCESSIBLE STANDING PERSONS WHEELCHAIR ACCESSIBLE 5" max 125 15" min 38015"clear15"clearMOP SINK SHELF6' - 0"6"2"6" TEXT ONLY SIGN 64 2½ MIN 2½ MIN 64 72 MIN18302 MIN512 MIN5116-51NO RAISED DOT 3/8 MIN 3/8 MIN 9.5 9.5 48 MIN60 MAX1220152518 MIN 455 18 MIN 455 45°6 MIN150FIGURE 407.2.2.2 VISIBLE HALL SIGNALS ELEVATOR BUTTONS FIGURE 407.2.3.1 FLOOR DESIGNATIONS ON JAMBS AT ELEVATOR HOISTWAY ENTRANCES FIGURE 407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES FIGURE 703.4.4 POSITION OF BRAILLE FIGURE 703.4.5 HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND FIGURE 703.3.5 HEIGHT OF RAISED CHARACTERS5/8" - 2 CENTERED ON TACTILE CHARACTERS NOT IN PICTOGRAM FIELD DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS (0.241 - 0.300) DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW (0.395 - 0.400) FIGURE 703.4.3 BRAILLE MEASUREMENT FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.3.11 LOCATION OF TACTILE SIGNS AT DOOR NOTE: ROOM NUMBERS SHOWN ARE FOR REPRESENTATION & LOCATING PURPOSES ONLY. COORDINATE ROOM NUMBERING WITH OWNER. 6" GRAPHICS w/ TEXT SIGN Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:06 AM CENTURY FARM SELF STORAGETYPICAL MOUNTING HEIGHTS AND SIGNAGE DETAILSA6512929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLC3/8" = 1'-0"1 FIXTURE & SIGNAGE HEIGHTS AD-O-06num. description date 1/4" = 1'-0"2 SIGNAGE IN-O-01 BUILDING 1 BUILDING 2 BUILDING 3BUILDING 4 BUILDING 5BUILDING 8BUILDING 6BUILDING 7SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'A' SIGN TYPE 'B' SIGN TYPE 'C' SIGN TYPE 'D' SIGN TYPE 'E'SIGN TYPE 'F' SIGN TYPE 'G' SIGN TYPE 'F' SIGN TYPE 'F' SIGN TYPE 'F' SIGN TYPE 'F' SIGN TYPE 'F' SIGN TYPE 'F'1' - 0"WHITE VINYL BUILDING NUMBER DESIGNATION - PLACE AS HIGH AS POSSIBLE ON WALL WHITE VINYL BUILDING ADDRESS - REFER TO IBC SECTION 501.2 BUILDING SIGNAGE GENERAL NOTE BUILDING SIGNAGE BY OWNER. COORDINATE WITH SIGNAGE SUBMITTAL AND VERIFY ALL SIGN COLORS, FONTS, AND SIZES WITH OWNER PRIOR TO FABRICATION. PROVIDE BACKING AS REQUIRED. SEE DETAI L 6/A611. REFER TO ELEVATIONS FOR LOCATION CLARIFICATION - CONTRACTOR TO VERIFY WITH OWNER/OPERATOR ON EXACT LOCATION OF ALL PROJECT SIGNAGE. 10"1"6"1 1/2"1"1/2"1"1"BASIS OF DESIGN - ROWMARK LASERMAX SMOKE GRAY/WHITE LM922-312 COLORED INLAY LETTERING AND FIGURES 1' - 0"ASSISTED BRAILLE NOTE: VERIFY COLORS WITH OWNER PRIOR TO FABRICATION UNISEX/ EXIT 6"3"NOTE: APPLY SIGN WITH HEAVY DUTY DOUBLE STICK TAPE. 1" HIGH TEXT, RAISED, COLOR: BLACK, FONT: ADA FUTURA REGULAR. BASIS OF DESIGN - ROWMARK LASERMAX SMOKE GRAY/WHITE LM922-312 BRAILLE, RAISED, COLOR: BLACK, FONT: ADA FUTURA REGULAR. Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 7/29/2020 10:54:10 AM CENTURY FARM SELF STORAGESIGNAGE PLANA6612929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT / BID SET 6/23/2020 19541 BRIGHTON STORAGE LLCnum. description date 1/16" = 1'-0"7 SIGNAGE PLAN NORTH 1/2" = 1'-0"2 SIGNAGE TYPE 'B' 1/2" = 1'-0"3 SIGNAGE TYPE 'C' 1/2" = 1'-0"4 SIGNAGE TYPE 'D' 1/2" = 1'-0"5 SIGNAGE TYPE 'E' 1/2" = 1'-0"1 SIGNAGE TYPE 'A' 1/2" = 1'-0"6 SIGANGE TYPE 'F' 3" = 1'-0"8 SIGNAGE TYPE "G" - UNISEX/ASSISTED RESTROOM 3" = 1'-0"9 SINGAGE TYPE "H" - TACTILE EXIT IN-O-06 STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:23 PM CENTURY FARM SELF STORAGEGENERAL STRUCTURAL NOTESS0012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLCGENERAL STRUCTURAL NOTES num. description date 7/28/20 STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:25 PM CENTURY FARM SELF STORAGESPECIAL INSPECTIONS0022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLCREQUIREMENTS FOR SPECIAL INSPECTION, MATERIAL TESTING, AND STRUCTURAL OBSERVATION num. description date 7/28/20 C.J. C.J.C.J.C.J.FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS1200S200-68 AT 30" O.C.T Y P E 'F SB -1' FLA T S T RA P B R A C I NG T Y P E 'F SB -2' FLA T S T RA P B R A C I NG TYPE 'FSB-1' FLAT STRAP BRACINGT Y P E 'F SB -2' FLA T S T RA P B R A C I NG 6.0 x 2 .5Z 16 A T 5 ' -0 " O .C . TYP U .N .O . T Y P E 'F SB -2' FLA T S T RA P B R A C I NG T Y P E 'F SB -2' FLA T S T RA P B R A C I NG TYPE 'F S B -1 ' F L A T ST R A P B RA CIN G 6 .0 x2 .5 Z 1 2 AT 5' -0" O .C . 12 0 0 S20 0 -6 8 A T 2' -0" O .C . 6.0 x 2 .5Z 12 A T 5 ' -0 " O.C . 6.0 x 2 .5Z 12 A T 5 ' -0 " O.C . FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 1H 1-12 1B 1-3 1A 1D 1F 1G 1-5 1-7 1-9 1-11 2H2D2F2G 6-1 6-2 6-3 1C 1E 1-2 1-4 1-6 1-8 1-10 2C 2E 5-2 11 S501 _____ 11 S501 _____11 S501 _____ 11 S501 _____ 12 S501 _____ 11 S501 _____ 9 S501 _____ 10 S501 _____TYP 12 S501 _____TYP AT BRICK AT BRICK 8 S501 _____TYP AT INTERIOR WALLS CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0"MSW-6B-SMSW-6B-SMSW-6B-S MSW-6B-S MSW-6B-S MSW-6B-S MSW-6B-SBUILDING1 ALL INTERIOR STEEL SHEATHED WALL SHALL BE 'MSW-4F-S', U.N.O. MSW-6A-W MSW-6A-WMSW-6A-W MSW-6A-W MSW-6A-WMSW-6A-W MSW-6A-WMSW-6A-W MSW-6A-WMSW-6A-W MSW-6A-W8 S501 _____TYP AT INTERIOR WALLS 1-15-1 AT BRICK AT EIFS TYP T.O.WALL 103'-0" T.O.WALL 102'-6" T.O.WALL 102'-0" T.O.WALL 101'-6" T.O.WALL 101'-0" T.O.WALL 100'-0" 12 S501 _____ TYP 12 S501 _____TYP 12 S501 _____TYP 10 S501 _____ TYP MSW-4B-SMSW-4B-S MSW-4B-ST.O.WALL 103'-0"T.O.WALL 103'-0" T.O.WALL 102'-6" T.O.WALL 102'-6" T.O.WALL 101'-6" ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 1H 1-12 1B 1-3 1A 1D 1F 1G 1-5 1-7 1-9 1-11 2H2D2F2G 6-1 6-2 6-3 1C 1E 1-2 1-4 1-6 1-8 1-10 2C 2E 5-2 14 S511 _____SIM 13 S511 _____ 15 S511 _____ 11 S511 TYP 14 S511 _____TYP 15 S511 _____ SIM 13 S511 _____SIM AT BLOCKING 13 S511 _____ MSW-6A-W MSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-W MSW-6A-W MSW-6A-W MSW-6A-W MSW-6A-W(2) 1200S200-68 (+ 400T200-68 T&B(BOXED)FULL DEPTH 16GA. STUD BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALLS (TYP. AT EXT WALLS) 13 S511 _____SIM AT BLOCKING 13 S511 _____SIM AT BLOCKING LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE MSW-6A-WMSW-6A-W LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE MH-5 MH-4 1-15-1 24 GA STANDING SEAM ROOF, SEE GSN 12 S511 _____ FULL DEPTH 16GA. STUD BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALLS (TYP. AT EXT WALLS) 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN MH-5MH-524 GA 'PBU' ROOF DECK CANOPY BY OTHERS, SEE ARCH 1200S200-68 CONT LEDGER BUILDING1 ALL INTERIOR STEEL SHEATHED WALL SHALL BE 'MSW-4F-S', U.N.O. FULL DEPTH 16GA STUD BLOCKING WHERE STRAP DOES NOT INTERSECT AT PURLIN-TYP 6.0x2.5Z126.0x2.5Z126.0x2.5Z1217 S511 _____ 17 S511 _____ 1 S511 TYP 1 S511 TYP 3 S511 _____ TYP R.D. RTU #50 RTU #50 RTU #50 RTU #50 RTU #50 PROVIDE 600S200-54 SUPPORT EACH SIDE OF MECH UNIT-TYP 10 S511 _____ AT ACCENT BAND 10 S511 _____ AT ACCENT BAND 2 S511 _____MSW-4B-SMSW-4B-SMSW-4B-S 9 S511 _____ MH-5 TYP STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:30 PM CENTURY FARM SELF STORAGEBUILDING 1-STRUCTURAL PLANSS1012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 1 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 1 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS TYPE 'FSB-1' FLAT STRAP BRACING TYPE 'FSB-2' FLAT STRAP BRACING TYPE 'FSB-1' FLAT STRAP BRACINGTYPE 'FSB-2' FLAT STRAP BRACING TYPE 'FSB-2' FLAT STRAP BRACING TYPE 'FSB-2' FLAT STRAP BRACING TYPE 'FSB-1' FLAT STRAP BRACING 6.0x2.5Z16 AT 5' -0" O.C. TYP U.N.O.1200S200-68 AT 30" O.C.6.0x2.5Z12 AT 5' -0" O.C. TYP U.N.O. 6.0x2.5Z12 AT 5' -0" O.C. SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 2H2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 2A 3-3 2C 2E 2-11 2-9 2-7 2-5 2-3 2-1 3-1 10 S501 _____ CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0"MSW-6B-SMSW-6B-S MSW-6B-SMSW-6B-SMSW-6B-SBUILDING2 ALL INTERIOR STEEL SHEATHED WALL SHALL BE 'MSW-4F-S', U.N.O. MSW-6A-WMSW-6A-SMSW-6A-WMSW-6A-WMSW-6A-W MSW-6A-W MSW-6A-W MSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-W MSW-6A-W MSW-6A-W 12 S501 _____ 12 S501 _____ 8 S501 _____TYP AT INTERIOR WALLS 9 S501 _____ 10 S501 _____TYP AT BRICK 9 S501 _____ AT BRICK 9 S501 _____ AT BRICK TYP TYP TYPMSW-4D-SMSW-6B-S MSW-6B-S 12 S501 _____TYP 12 S501 _____TYP 12 S501 _____ TYP MSW-4B-S MSW-4B-SMSW-4B-S T.O.WALL 100'-6" T.O.WALL 100'-6" T.O.WALL 100'-6" 11 S501 _____ FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 2H2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 2A 3-3 2C 2E 2-11 2-9 2-7 2-5 2-3 2-1 3-1 MSW-6A-WMSW-6A-WMSW-6A-W MSW-6A-W 9 S511 _____ MSW-6A-W MSW-6A-W MSW-6A-SMSW-6A-W MSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-WMSW-6A-W13 S511 _____TYP 13 S511 _____TYP 11 S511 TYP (2) 1 2 0 0S200-68 (+ 400T 2 0 0 -68 T & B(BOXED)FULL DEPTH 16GA. STUD BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALLS (TYP. AT EXT WALLS) 13 S511 _____SIM AT BLOCKING 13 S511 _____SIM AT BLOCKING LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE BUILDING2 ALL INTERIOR STEEL SHEATHED WALL SHALL BE 'MSW-4F-S', U.N.O. 24 GA STANDING SEAM ROOF, SEE GSN 6.0x2.5Z126.0x2.5Z126.0x2.5Z126.0x2.5Z12FULL DEPTH 16GA STUD BLOCKING WHERE STRAP DOES NOT INTERSECT AT PURLIN-TYP FULL DEPTH 16GA. STUD BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALLS (TYP. AT EXT WALLS) 12 S511 _____ 1 S511 TYP 1 S511 TYP 3 S511 _____ TYP RTU #50 RTU #50 RTU #50 RTU #50RTU #50 6.0x2.5Z12PROVIDE 600S200-54 SUPPORT EACH SIDE OF MECH UNIT-TYP 10 S511 _____ AT ACCENT BAND 10 S511 _____ AT ACCENT BAND 2 S511 _____ MSW-4B-SMSW-4D-SMSW-4B-S MSW-4B-S4 S511 _____ TYP STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:35 PM CENTURY FARM SELF STORAGEBUILDING 2-STRUCTURAL PLANSS1022929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 2 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 2 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W 2-10 2-12 3P3O3N3M3L3K3J3I3H3G3F3D3C3B3E3A 3-3 3-2 2-9 3-1 10 S501 _____ 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYPCONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP TYP BUILDING 3 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4F-S' U.N.O. MSW-4E-W MSW-4E-WMSW-4E-WMSW-4E-WMSW-4E-W MSW-4E-W MSW-4E-W MSW-4D-S MSW-4D-S MSW-4D-S2-10 2-12 2A3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD 3-3 2-11 2-9 3-1 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYPCONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP BUILDING 3 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4F-S' U.N.O. MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-WMSW-4E-W MSW-4D-S MSW-4D-SMSW-4B-S SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:38 PM CENTURY FARM SELF STORAGEBUILDING 3-FOOTING AND FOUNDATION PLANSS103A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 3A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 3B 2 num. description date 7/28/20 FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 2-10 2-12 3P3O3N3M3L3K3J3I3H3G3F3D3C3B3E3A 3-3 3-2 2-9 3-1 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 10.0x3.5Z14- ALIGN WITH FRAMING BELOW MSW-4E-W MSW-4E-WMSW-4E-WMSW-4E-WMSW-4E-WMSW-4E-W MSW-4D-SMH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3 MH-3 MH-3 MH-3 MH-3 TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE TYPE 'FSB-2' FLAT STRAP BRACING, TYP EACH BAY ALONG WALL, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 13 S511 _____ 13 S511 _____ 24 GA STANDING SEAM ROOF, SEE GSNSIM AT BLOCKING MSW-4D-S MSW-4E-WMSW-4D-S 2 S511 _____ TYP 3 S511 _____ TYP 2 S511 _____ TYP 4 S511 _____ 2-10 2-12 2A3P3Q3R3S3T3U3V3W3X3Y3Z3AA3BB3CC3DD 3-3 2-11 2-9 3-1 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 10.0x3.5Z14-ALIGN WITH FRAMING BELOW 9 S511 _____ MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 MH-3MH-3 TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 3 S511 _____ TYP 13 S511 _____FULL DEPTH 16GA. STUD BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALLS (TYP. AT EXT WALLS) SIM AT BLOCKING 24 GA STANDING SEAM ROOF, SEE GSN MSW-4B-SMSW-4D-SMSW-4D-S 2 S511 _____ TYP 4 S511 _____ TYP STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:42 PM CENTURY FARM SELF STORAGEBUILDING 3-ROOF FRAMING PLANSS103B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 3A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 3B 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS 10.0x3.0Z14 WITH BRIDGING AT MIDSPAN 10.0x3.0Z14 WITH BRIDGING AT MIDSPAN SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 4B4A 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 10 S501 _____ 10 S501 _____ 9 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" 1-14-1 TYP AT BRICK TYP 9 S501 _____ AT BRICK MSW-4E-WMSW-6A-W MSW-4E-WMSW-4E-WMSW-4E-WBUILDING 4 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O.MSW-4D-S4B4A 4-10 4-11 4-12 4-13 4-14 4-15 4-16 4-17 4-18 4-19 4-20 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP MSW-4E-WMSW-4E-WMSW-4E-WMSW-4E-WBUILDING 4 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. MSW-4E-W MSW-4D-SFOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 4B4A 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 8.0x3.0Z14 (TYP U.N.O.)-ALIGN WITH FRAMING BELOW MH-3MH-3MH-3MH-3MH-3MH-3MH-3MH-3TYPE 'FSB-2' FLAT STRAP BRACING, TYP EACH BAY ALONG WALL, SEE SCHEDULE FULL DEPTH BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALL (TYP AT EXT WALLS) 13 S511 _____ SIM AT BLOCKING 13 S511 _____MH-31-14-1 1 S511 TYP 3 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE MSW-4E-WMSW-6A-W MSW-4E-WMSW-4D-SMSW-4E-WMSW-4E-WBUILDING 4 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. 2 S511 _____ TYP 2 S511 _____ TYP 4B4A 4-10 4-11 4-12 4-13 4-14 4-15 4-16 4-17 4-18 4-19 4-20 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 8.0x3.0Z14 (TYP U.N.O.)-ALIGN WITH FRAMING BELOW MH-3MH-3MH-3MH-3MH-3MH-3MH-3MH-3MH-3MH-3TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE TYPE 'FSB-2' FLAT STRAP BRACING, TYP EACH BAY ALONG WALL, SEE SCHEDULE LAP PURLIN INSIDE LEDGER TRACK 18" WITH (4) #12 SCREWS EACH FLANGE 13 S511 _____ 13 S511 _____ FULL DEPTH BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALL (TYP AT EXT WALLS) SIM AT BLOCKING 1 S511 TYP 3 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN MSW-4E-WMSW-4E-WMSW-4E-WMSW-4D-SMSW-4E-WMSW-4E-WBUILDING 4 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. 2 S511 _____ TYP STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:48 PM CENTURY FARM SELF STORAGEBUILDING 4-STRUCTURAL PLANSS1042929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 4A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 4B 2 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 4A 3 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 4B 4 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.1-3 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5S 5-2 9 S501 _____ 10 S501 _____ 8 S501 _____ 8 S501 _____ TYP 8 S501 _____TYP AT INTERIOR WALLS TYP AT INTERIOR WALLS 10 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0"MSW-6A-WMSW-6A-W 1-15-1 TYP AT INTERIOR WALLSAT BRICK 9 S501 _____ AT BRICK MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W 11 S501 _____ BUILDING 5 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. MSW-4B-S T.O.WALL 101'-0"T.O.WALL 100'-6" T.O.WALL 101'-6" T.O.WALL 101'-6" 1-3 1A5S5T5U5V5W5X5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II 1-2 5-2 8 S501 _____ 11 S501 _____ 10 S501 _____ 8 S501 _____ TYP TYP AT INTERIOR WALLS TYP AT INTERIOR WALLS TYP 11 S501 _____ AT BRICK CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" 1-15-1 MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W 11 S501 _____ TYP BUILDING 5 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. MSW-4B-S T.O.WALL 102'-0"T.O.WALL 102'-6" MSW-4B-S MSW-4B-ST.O.WALL 101'-6" T.O.WALL 102'-0"T.O.WALL 102'-6" FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:52 PM CENTURY FARM SELF STORAGEBUILDING 5-FOOTING AND FOUNDATION PLANSS105A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 5A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 5B 2 num. description date 7/28/20 FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS6.0x2.5Z12 WITH BRIDGING AT MIDSPAN6.0x2.5Z12 WITH BRIDGING AT MIDSPANSITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 1-3 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5S 5-2 ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOWTYP PURLIN SPLICE AT EVERY OTHER STUD TYPE 'FSB-2' FLAT STRAP BRACING, TYP EACH BAY ALONG WALL, SEE SCHEDULE 1-15-1 1 S511 TYP 3 S511 _____ TYP24 GA STANDING SEAM ROOF, SEE GSN 13 S511 _____ 13 S511 _____ FULL DEPTH BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALL (TYP AT EXT WALLS) SIM AT BLOCKING BUILDING 5 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MSW-6A-W TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 10 S511 _____ AT ACCENT BAND10 S511 _____ AT ACCENT BAND MSW-4B-SMSW-6A-W2 S511 _____ TYP 1-3 1A5S5T5U5V5W5X5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II 1-2 5-2 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1-15-1 24 GA STANDING SEAM ROOF, SEE GSN 1 S511 TYP 3 S511 _____ TYP BUILDING 5 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4G-S' U.N.O. MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W MSW-4E-W TYPE 'FSB-2' FLAT STRAP BRACING, TYP EACH BAY ALONG WALL, SEE SCHEDULE 10 S511 _____ AT ACCENT BAND10 S511 _____ AT ACCENT BAND MSW-4B-SMSW-4B-S MSW-4B-S 2 S511 _____ TYP 9 S511 _____ FULL DEPTH BLOCKING BETWEEN PURLINS AS SHOWN. CENTER BETWEEN WALL (TYP AT EXT WALLS) 13 S511 _____ SIM AT BLOCKING STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:55 PM CENTURY FARM SELF STORAGEBUILDING 5-ROOF FRAMING PLANSS105B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 5A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 5B 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.SITE KEY PLAN BUILDING 1BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 6S 6T 6-1 6-2 6-3 1-6 10 S501 _____ 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP TYP BUILDING 6 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3 1-6 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYPBUILDING 6 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S MSW-4B-S STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 4:59:59 PM CENTURY FARM SELF STORAGEBUILDING 6-FOOTING AND FOUNDATION PLANSS106A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 6A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 6B 2 num. description date 7/28/20 FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS SITE KEY PLAN BUILDING 1BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 6S 6T 6-1 6-2 6-3 1-6 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP 4 S511 _____ TYP BUILDING 6 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN 2 S511 _____ TYP 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3 1-6 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP TYP 4 S511 _____ BUILDING 6 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S 2 S511 _____ TYP 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:02 PM CENTURY FARM SELF STORAGEBUILDING 6-ROOF FRAMING PLANSS106B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 6A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 6B 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.SITE KEY PLAN BUILDING 1 BUILDING 2BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W 7A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7R 7-1 7-2 7-3 7-S 7-T 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP TYP BUILDING 7 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 7-1 7-2 7-3 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP BUILDING 7 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:06 PM CENTURY FARM SELF STORAGEBUILDING 7-FOOTING AND FOUNDATION PLANSS107A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 7A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 7B 2 num. description date 7/28/20 FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS SITE KEY PLAN BUILDING 1 BUILDING 2BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 7A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7R 7-1 7-2 7-3 7-S 7-T TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16-ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP 4 S511 _____ TYP BUILDING 7 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 2 S511 _____ TYP 7-1 7-2 7-3 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP TYP4 S511 _____ BUILDING 7 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S 2 S511 _____ TYP 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:10 PM CENTURY FARM SELF STORAGEBUILDING 7-ROOF FRAMING PLANSS107B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 7A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 7B 2 num. description date 7/28/20 C.J. C.J.C.J.C.J.C.J. C.J.C.J.C.J.8A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 8S 8T 8-1 8-2 8-3 2-5 10 S501 _____ 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP TYP BUILDING 8 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 8-1 8-2 8-3 2-5 10 S501 _____ 10 S501 _____ 10 S501 _____ 8 S501 _____ TYP 8 S501 _____ TYP 8 S501 _____ TYP CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" CONCRETE SLAB ON GRADE, SEE GSN FOR REINFORCING T.O.C=100'-0" TYP TYP TYP BUILDING 8 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S MSW-4B-S SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 6. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK S601 DEPRESS FOUNDATION WALL AND POUR SLAB OVER. SEE DETAIL 9/S501 INDICATES CONTROL / CONSTRUCTION JOINT, SEE DETAIL(S) 5/S501C.J. INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:13 PM CENTURY FARM SELF STORAGEBUILDING 8-FOOTING AND FOUNDATION PLANSS108A2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 8A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" FOOTING AND FOUNDATION PLAN - BUILDING 8B 2 num. description date 7/28/20 FLAT STRAP PLAN BRACING SCHEDULE SEE DETAIL 5/S511 FOR BRACING ATTACHMENT TO ROOF STRUCTURE TYPE STRAP END FASTENERS FSB-1 4"x16GA (50ksi) MIDDLE FASTENERS (8) #12 STS EA END (2) #12 STS FSB-2 2"x16GA (50ksi) (6) #12 STS EA END (2) #12 STS SITE KEY PLAN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 18/S511. 3. ALL INTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-1', U.N.O. SEE PLAN AND SCHEDULE. 4. ALL EXTERIOR METAL STUD HEADERS SHALL BE TYPE 'MH-2', U.N.O. SEE PLAN AND SCHEDULE. 5. SEE DETAIL 5/S511 FOR TYPICAL FLAT STRAP PLAN BRACING SCHEMATIC. 6. SEE DETAIL 6/S511 FOR TYPICAL INTERIOR STEEL SHEATHED WALL INTERSECTIONS. 7. SEE DETAIL 7/S511 FOR TYPICAL GIRT TO WALL STUD CONNECTION. 8. SEE DETAIL 19/S511 FOR MECHANICAL UNIT SUPPORT UNDER ROOF. ROOF FRAMING DESIGN LOADS ROOF LOADS: DEAD LOAD DEAD LOAD DEAD LOAD SNOW LOAD 15 psf (OFFICE) 10 psf (CONDITIONED STORAGE) 5 psf (UNCONDITIONED STORAGE) 25 psf PLUS DRIFT MARKS AND SYMBOLS LEGEND SECTION MARK . SHEET NUMBER INDICATES METAL STUD WALL WITH STEEL SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-S INDICATES METAL STUD WALL. DASHED WALLS STOP AT DECK INDICATES METAL STUD WALL WITH GYP SHEATHING TYPE, SEE SCHEDULES ON SHEET S601 MSW-x-W INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES METAL STUD HEADER TYPE. SEE SCHEDULE ON SHEET S601MH-x ..INDICATES FLOOR OFFSET, SEE DETAIL 9/S511 INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES 8A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 8S 8T 8-1 8-2 8-3 2-5 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP 4 S511 _____ TYP BUILDING 8 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O. MSW-4B-S MSW-4B-S MSW-4B-SMSW-4B-S MSW-4B-S 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN 2 S511 _____ TYP 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 8-1 8-2 8-3 2-5 TYP PURLIN SPLICE AT EVERY OTHER STUD ROOF PURLIN 6.0x2.5Z16- ALIGN WITH FRAMING BELOW TYPE 'FSB-2' FLAT STRAP BRACING, TYP EVERY OTHER BAY, SEE SCHEDULE 1 S511 TYP 9 S511 _____ 3 S511 _____ TYP TYP4 S511 _____ BUILDING 8 ALL INTERIOR STEEL SHEATHED WALLS SHALL BE 'MSW-4A-S' U.N.O.MSW-4B-SMSW-4B-S MSW-4B-S MSW-4B-S 2 S511 _____ TYP 2 S511 _____ TYP 24 GA STANDING SEAM ROOF, SEE GSN 24 GA STANDING SEAM ROOF, SEE GSN STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:17 PM CENTURY FARM SELF STORAGEBUILDING 8-ROOF FRAMING PLANSS108B2929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLC0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 8A 1 0"8'-0"16'-0"4'-0"1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING 8B 2 num. description date 7/28/20 2114048-01 191263_S501-01 1 CONDITION AT PIPE PARALLEL TO CONCRETE FOOTING BACK-FILLED TRENCH PIPE, SEE CIVIL BOTTOM OF TRENCH SHALL BE ABOVE THIS LINE CONCRETE FOOTING, SEE PLAN AND SCHED1 2 2'-0" MIN 6"NO SCALE 16384-00 191263_S501-02 2 CONDITIONS AT PIPE PERPENDICULAR TO FOOTING PIPE PASSES THROUGH FOOTING PIPE PASSES BELOW FOOTING PROVIDE SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGS INTERRUPT CONT FTG REINF FOR PASSAGE ADDITIONAL REINF TO MATCH CONT FTG REINF PIPE, SEE MECH. PROVIDE SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGS PIPE, SEE MECH. CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE FOOTING, SEE PLAN AND SCHED ADDITIONAL REINF TO MATCH CONT FTG REINF OF PIPE 1" MIN 6"MINIF DIMENSION EXCEEDS1'-6", USE TYPICALFOOTING STEP1" MIN 24 BAR DIAMETERS 6" MIN2" CLEAR12" MIN 12" MIN 12" MIN12" MIN NO SCALE 2114048-00 191263_S501-03 3 TYPICAL FOOTING STEP DETAIL CONCRETE FOOTING, SEE PLAN AND SCHED Z-BARS TO MATCH CONT FOOTING REINF DOWELS TO MATCH VERT AND HORIZ WALL REINF ABOVE CONC FOUNDATION WALL, SEE PLAN AND SCHED Z-BARS TO MATCH CONT TOP FOOTING REINF, WHERE OCCURS tSEE SCHEDSTEP - SEE PLAN(3'-4" MAX - UNO)t MIN L = 2 x STEP HEIGHT (MIN) NO SCALE 2097665-00 191263_S501-04 4 TYPICAL CORNER WALL REINFORCING AT CONCRETE WALLS [PLAN VIEW] BAR OF SAME SIZE AND PROVIDE STANDARD HOOKED SPACING WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL PLAN AND SCHEDULE CONCRETE WALL, SEE PLAN AND SCHED CONC WALL, SEE TO MATCH VERT WALL BAR AT CORNER REINFORCING (2) BARS AT INTER. TO MATCH VERT WALL REINFORCING TO MATCH VERT WALL BAR AT INTERSECTION REINFORCING (2) BARS AT CORNER TO MATCH VERT WALL REINFORCING BAR OF SAME SIZE AND PROVIDE STANDARD HOOKED SPACING WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL SAME SIZE AND SPACING PROVIDE CORNER BAR OF WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL (MATCH LARGEST BAR SIZE AND SMALLEST SPACING) SAME SIZE AND SPACING PROVIDE CORNER BAR OF WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL (MATCH LARGEST BAR SIZE AND SMALLEST SPACING) NO SCALE 0-04 191263_S501-05 5 TYPICAL SLAB ON GRADE JOINT DETAILS CONTROL JOINT CONCRETE SLAB ON GRADE, SEE PLAN EDGE EACH SIDE OF JOINT WITH 1/8" RADIUS CONCRETE SLAB ON GRADE, SEE PLAN 5/8"DIA x 24" SMOOTH DOWEL AT 18" O.C. GREASE AND USE PAPER SLEEVE OVER ONE END CONSTRUCTION JOINT SAW-CUT CONTROL JOINT WITH AN EARLY ENTRY SAW AS SOON AS FINAL SET IS ACHIEVED. FINAL SET IS TYPICALLY ACHIEVED WITHIN FIRST 4 TO 6 HOURS OF SLAB POUR NOTE: IN LIEU OF SMOOTH DOWELS DIAMOND DOWELS AND DOWEL BASKETS MAY BE USED AT CONSTRUCTION JOINTS AT CONTRACTOR OPTION.t0.25 tt0.5 tNO SCALE 132097-00 191263_S501-06 6 LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING [PLAN VIEW] CONTROL OR CONSTRUCTION JOINTS STEEL COLUMN, SEE PLAN AND SCHEDULE CONCRETE BLOCKOUT DEPRESSED CONCRETE SLAB (2) #4 x 4'-0" BARS WHERE CONTROL/ CONSTRUCTION JOINTS DO NOT EXTEND FROM CORNERS OF CONCRETE BLOCKOUTS AT BUILDING COLUMNS (2) #4 x 4'-0" BARS WHERE CONTROL/ CONSTRUCTION JOINTS INTERSECT BUT DO NOT CONTINUE BEYOND INTERSECTION (2) #4 x 4'-0" BARS AT EACH CORNER OF DEPRESSED SLAB WHERE CONTROL/ CONSTRUCTION JOINTS DO NOT EXTEND FROM CORNER CONTROL OR CONSTRUCTION JOINT NO SCALE 2098688-00 191263_S501-07 7 TYPICAL REINFORCING FOR MISCELLANEOUS OPENINGS LESS THAN 3'-0" IN CONCRETE WALLS WHERE MISCELLANEOUS OPENING WIDTH IS GREATER THAN 3'-0" WIDE, CONTACT STRUCTURAL ENGINEER. OPEN OPEN OPEN OPEN OPEN SINGLE OPENING SIDE-BY-SIDE OPENINGS STACKED OPENINGS TRIM BARS USE STANDARD HOOKS TRIM BARS TRIM BARS WHERE FULL EMBEDMENT IS NOT POSSIBLE WHERE JAMB IS LESS THAN 2'-0", PROVIDE #3 TIES AT 8" O.C. TRIM BARS: 6"-8" WALLS - (2) #5 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING) 10"-12" WALLS - (2) #6 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING) (2) #4x4'-0" CORNER BARS, TYPICAL(2) #4x4'-0" CORNER BARS, TYPICAL NO SCALE 191263_S501-08 8 INTERIOR STUD WALL AT SLAB ON GRADE METAL STUD WALL, SEE PLAN AND SCHED CONCRETE SLAB ON GRADE, SEE PLAN CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE METAL SHEATHING, SEE PLAN AND SCHEDULE. SEE ARCH FOR SIDE OF WALL TO BE SHEATHED WHERE STUD SPACING IS GREATER THAN 24" O.C., PROVIDE L3x3x16GAxSTUD WIDTH WITH (4) #10 SCREWS AT EA STUD AND 3/8"DIA HILTI 'HUS-EZ' SCREW ANCHOR WITH 2.1/2" MIN EMBED NO SCALE 191263_S501-09 9 CONCRETE PERIMETER WALL DETAIL3.1/2"1.1/2"1.1/2"8"SEE ARCH2'-6" MIN3.1/2"SEE ARCH2'-6" MINMUD SLAB FOR FORMING STEM WALL AT CONTRACTORS OPTION CONCRETE SLAB ON GRADE, SEE PLAN METAL STUD WALL, SEE PLAN AND SCHED VENEER, SEE ARCH CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE EXTERIOR SLAB OR GRADE, SEE ARCH 12" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY EA FACE ((3) HORIZ BARS MIN EA FACE) AT VENEER CONCRETE SLAB ON GRADE, SEE PLAN WALL BEYOND EXTERIOR SLAB OR GRADE, SEE ARCH AT OPENING WHERE STUD SPACING IS GREATER THAN 24" O.C., PROVIDE L3x3x16GAxSTUD WIDTH WITH (4) #10 SCREWS AT EA STUD AND 3/8"DIA HILTI 'HUS-EZ' SCREW ANCHOR WITH 2.1/2" MIN EMBED INSULATION, WHERE OCCURS, SEE ARCH MUD SLAB FOR FORMING STEM WALL AT CONTRACTORS OPTION INSULATION, WHERE OCCURS, SEE ARCH 12" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY EA FACE ((3) HORIZ BARS MIN EA FACE) WALL SHEATHING, SEE SCHEDULE NO SCALE 191263_S501-10 10 CONCRETE PERIMETER WALL DETAIL 2" MIN 2" TYP8"3.1/2"SEE ARCH2'-6" MIN3.1/2"2'-6" MINCONCRETE SLAB ON GRADE, SEE PLAN METAL STUD WALL, SEE PLAN AND SCHED CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE EXTERIOR SLAB OR GRADE, SEE ARCH 6" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY CENTERED ((3) HORIZ BARS MIN) AT WALL AT OPENING EXTERIOR FINISH, SEE ARCH CONCRETE SLAB ON GRADE, SEE PLAN WALL BEYOND EXTERIOR SLAB OR GRADE, SEE ARCH CONTRACTOR TO COORDINATE SLOPE OR NOTCH PER ARCH/CIVIL WALL SHEATHING, SEE SCHEDULE MUD SLAB FOR FORMING STEM WALL AT CONTRACTORS OPTION INSULATION, WHERE OCCURS, SEE ARCH WHERE STUD SPACING IS GREATER THAN 24" O.C., PROVIDE L3x3x16GAxSTUD WIDTH WITH (4) #10 SCREWS AT EA STUD AND 3/8"DIA HILTI HUS-EZ SCREW ANCHOR WITH 2.1/2" MIN EMBED 6" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY CENTERED ((3) HORIZ BARS MIN) MUD SLAB FOR FORMING STEM WALL AT CONTRACTORS OPTION INSULATION, WHERE OCCURS, SEE ARCH NO SCALE 191263_S501-11 11 EXTERIOR RETAINING WALL 2-6" MIN2'-0"1'-0"SEE ARCH2-6" MIN1'-0"SEE ARCH2'-6"AT EIFS SEE PLAN METAL STUD WALL, SEE PLAN AND SCHED CHAMFER (WHERE OCCURS), SEE ARCH CONCRETE SLAB ON GRADE, SEE PLAN WALL SHEATHING, SEE SCHEDULE EXTERIOR FINISH, SEE ARCH EXTERIOR SLAB OR GRADE, SEE ARCH 6" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY CENTERED CONT FOOTING WITH (2) #5 CONT AND #4x1'-6" AT 48" O.C. TRANSVERSE AT BRICK VENEER SEE PLAN METAL STUD WALL, SEE PLAN AND SCHED CHAMFER (WHERE OCCURS), SEE ARCH CONCRETE SLAB ON GRADE, SEE PLAN WALL SHEATHING, SEE SCHEDULE EXTERIOR SLAB OR GRADE, SEE ARCH 12" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY EA FACE CONT FOOTING WITH (3) #5 CONT AND #4x2'-0" AT 48" O.C. TRANSVERSE VENEER, SEE ARCHCONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE NO SCALE 191263_S501-12 12 INTERIOR STUD WALL AT FROST WALL2'-6" MINCONCRETE SLAB ON GRADE, SEE PLAN METAL STUD WALL, SEE PLAN AND SCHED CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE 6" CONCRETE FOUNDATION WALL WITH #4 AT 18" O.C. EA. WAY CENTERED ((3) HORIZ BARS MIN) INSULATION, WHERE OCCURS, SEE ARCH WHERE STUD SPACING IS GREATER THAN 24" O.C., PROVIDE L3x3x16GAxSTUD WIDTH WITH (4) #10 SCREWS AT EA STUD AND 3/8"DIA HILTI HUS-EZ SCREW ANCHOR WITH 2.1/2" MIN EMBED METAL SHEATHING, SEE PLAN AND SCHEDULE. SEE ARCH FOR SIDE OF WALL TO BE SHEATHED NO SCALE STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:18 PM CENTURY FARM SELF STORAGEDETAILSS5012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLCnum. description date 7/28/20 191263_S511-01 1 TYPICAL METAL STUD INTERSECTION DETAIL [PLAN VIEW] TYPICAL CORNER TYPICAL INTERSECTION (2) #10 STS AT 30" O.C. STUD TO STUD TYPICAL STUD OR TRACK TYPICAL TRACK #10 STS AT 30" O.C. STUD TO STUD TYPICAL STUD TYPICAL TRACK TYPICAL STUD (2) #10 STS AT 30" O.C. STUD TO STUD TYPICAL TRACK 6" STUD OR TRACK 16GA MIN TYPICAL STUD (2) #10 STS AT 30" O.C. STUD TO STUD TYPICAL TRACK TYPICAL STUD TYPICAL TRACK NO SCALE 191263_S511-02 2 TOP CHANNEL CONNECTION AT SPLICE METAL STUD WALL, SEE PLAN AND SCHED TOP TRACK WITH SCREW EA SIDE AT EA STUD, TYP (UNO) METAL STUD WALL, SEE PLAN AND SCHED TOP TRACK, TYP (2) #10 SCREWS EA SIDE, TYP METAL ROOF DECK DECK FASTENING, SEE GSN NO SCALE 191263_S511-03 3 PURLIN TO STUD CONNECTION AT LAP 1'-6" MIN (6) #12 SCREWS PER LAP DRAG ANGLE 8x2x16GAx CONT WITH (2)#10 SCREWS AT EA STUD AND (2) #10 SCREWS AT EA PURLINNOTE: LAP PURLINS AT STUD ONLY METAL STUD WALL, SEE PLAN AND SCHED A A SECTION A-A PURLIN (4) #12 SCREWS EA STUD INVERT EVERY OTHER PURLIN TO NEST FLANGES FASTEN WALL PANEL TO ANGLE WITH #12 STS AT 8" O.C. WALL SHEATHING, SEE SCHEDULE NO SCALE 191263_S511-04 4 ROOF DETAIL PERPENDICULAR TO PURLIN FRAMING DRAG ANGLE 8x2x16GAx CONT WITH (2)#10 SCREWS AT EA STUD AND (2) #10 SCREWS AT EA PURLIN METAL STUD WALL, SEE PLAN AND SCHED SEE ARCH (4) #12 SCREWS PURLINEA STUD FASTEN WALL PANEL TO ANGLE WITH #12 STS AT 8" O.C. METAL ROOF DECK WALL SHEATHING, SEE SCHEDULE NO SCALE 191263_S511-05 5 ROOF CROSS BRACING [PLAN VIEW] PURLIN, TYP END SCREWS, SEE SCHEDULE FLAT STRAP, SEE SCHEDULE MIDDLE SCREWS, SEE SCHEDULE NO SCALE 191263_S511-06 6 INTERIOR WALL PANEL INTERSECTION [PLAN VIEW] FASTENERS PER WALL SCHEUDLE #12 STS AT 6" O.C. TO WALL PANEL RIBS CONT L2x2x16GA VERTICAL STUD, SEE PLAN AND SCHEDULE PURLIN (ABOVE) WALL SHEATHING, SEE SCHEDULE WALL SHEATHING, SEE SCHEDULE NO SCALE 191263_S511-07 7 WALL GIRT CONNECTION GIRT, SEE WALL SCHEDULE METAL STUD WALL, SEE PLAN AND SCHED L2x2x14GAx STUD DEPTH WITH (2) #10 STS EA LEG L4x2x14GAx STUD DEPTH WITH (2) #10 STS EA LEG NO SCALE 191263_S511-08 8 UPTURNED STUD HEADER AT JAMB JAMB STUD(S) (3) #12 SCREWS EA LEG ANGLE 2x2x14GAxJAMB WIDTH UPTURNED STUD HEADER, SEE SCHEDULE NO SCALE 191263_S511-09 9 FRAMING AT ROOF STEP DRAG ANGLE 8x2x16GAx CONT WITH (2)#10 SCREWS AT EA STUD AND (2) #10 SCREWS AT EA PURLIN PURLIN, SEE PLANS -TYP METAL STUD WALL, SEE PLAN AND SCHED (3) #10 SCREWS FROM LEDGER TO EA STUD METAL ROOF DECK METAL ROOF DECK #10 EDGE SCREWS AT 8" O.C. SHEATHING (4) SCREWS FASTEN WALL PANEL TO ANGLE WITH #12 STS AT 8" O.C. 2"x68mil (14GA) FULL DEPTH x CONT METAL TRACK LEDGER WITH (4) #10 STS TO EACH WALL STUD 2"x2"x0'-8"x 68 mil (14 GAUGE) CLIP WITH (4) #10 STS INTO METAL TRACK LEDGER AND PURLIN WALL SHEATHING, SEE SCHEDULE NO SCALE 191263_S511-10 10 ACCENT BAND FRAMING SEE ARCH #12 STS TOP AND BOTTOM 1200T200-68xCONT 1200S200-68 AT 8'-0" O.C. MAX WALL SHEATHING, SEE SCHEDULE METAL STUD WALL, SEE PLAN AND SCHED (6) #12 STS WEB TO WEB NOTCH SHEATHING AS REQ'D, SEE ARCH AT CORNER [PLAN VIEW] CLIP TRACK FLANGES AND BEND TRACK 90 DEGREES. SCREW FLANGES TOGETHER WITH (2) #12 STS NO SCALE 191263_S511-11 11 BEAM TO POST CONNECTION DETAIL [PLAN VIEW] FRAMING, SEE PLANS (6) #10 SCREWS, TYP BENT PL 12GAx12" (2) 400S200-68 POST WITH (2) 400T125-54 TRACKS. FASTEN TRACKS TO STUD WITH (4) #10 STS AT 18" O.C.8", TYP1"TYPNO SCALE 191263_S511-12 12 PURLIN TO BEAM CONNECTION DETAIL PURLIN, SEE PLAN STUD FRAMING, SEE PLANS (6) #10 SCREWS EA LEG BENT PL 4x4x14GAx0'-8" (4) #10 STS AT 12" O.C. ALONG BEAM NO SCALE 191263_S511-13 13 PERIMETER TRACK CONNECTION METAL ROOF DECK PURLIN (BLOCKING AT CONT. 3.1/2"x118-MIL (2) #12 STS EA FLANGE METAL STUD WALL, SEE PLAN AND SCHED WALL SHEATHING, SEE SCHEDULE SIM.), SEE PLAN (10GA.) FULL DEPTH TRACK AROUND PERIMETER #10 STS AT 6" O.C. INTO BLOCKING BTWN STUDS 33mil (20GA) MIN METAL STUD BLOCKING TOP TRACK AND WITH (2) #10 STS TO EA FLANGE, SEE SCHEDULE L4x2x14GAx0'-6" WITH (4) #12 STS TO STUD AND (4) #12 STS TO TRACK NO SCALE 191263_S511-14 14 ROOF JOIST ATTACHMENT DETAIL #12 STS TO EACH WALL SHEATHING, SEE SCHEDULE METAL JOIST, SEE PLAN WALL STUD 2"x68mil (14GA) FULL DEPTH x CONT METAL TRACK LEDGER WITH (4) #10 STS TO EACH WALL STUD METAL STUD WALL, SEE PLAN AND SCHED HEADER, WHERE OCCURS, SEE PLAN METAL ROOF DECK PURLIN, SEE PLAN METAL ROOF DECK 2"x68mil (14GA) FULL DEPTH x CONT METAL TRACK LEDGER WITH (4) #10 STS TO EACH WALL STUD #10 STS AT 6" O.C. INTO BLOCKING BTWN STUDS 33mil (20GA) MIN METAL STUD BLOCKING TOP TRACK AND WITH (2) #10 STS TO EA FLANGE, SEE SCHEDULE 2"x2"x0'-8"x 68 mil (14 GAUGE) CLIP WITH (4) #10 STS INTO METAL TRACK LEDGER AND PURLIN 2"x2"x0'-8"x 68 mil (14 GAUGE) CLIP WITH (4) #10 STS INTO METAL TRACK LEDGER AND PURLIN AT SIM, NO LOW ROOF FRAMING NO SCALE 191263_S511-15 15 ROOF DECK BEARING AT METAL STUD WALL (2) #10 STS TO EA WALL STUD METAL JOIST, SEE PLAN #10 STS AT 6" O.C. INTO BLOCKING BTWN STUDS WALL SHEATHING, SEE SCHEDULE 33mil (20GA) MIN METAL STUD BLOCKING METAL STUD WALL, SEE PLAN AND SCHED HEADER, WHERE OCCURS, SEE PLAN (2) #10 STS TO EA WALL STUD METAL JOIST, SEE PLAN METAL ROOF DECK #12 STS TO EACH WALL STUD METAL ROOF DECK TOP TRACK AND WITH (2) #10 STS TO EA FLANGE, SEE SCHEDULE AT SIM, NO LOW ROOF FRAMING NO SCALE 191263_S511-16 66048-01 16 METAL STUD BRIDGING ATTACHMENTS OPTION 2 TSN BRIDGBAR OR 1.1/2" x 54 MIL COLD ROLLED CHANNEL SCREWS 1.1/2" x 54 MIL COLD ROLLED CHANNEL. OPTION 1 L2 x 2 x 54 MIL x STUD WIDTH @ EACH SIDE OF STUD BLOCKING. SCREW TO STUD & BLOCKING W/ (2) #8 SCREWS IN EACH LEG OF ANGLE - FLANGES OF STUD MAY BE CUT OFF, WEB BENT AND ATTACHED TO STUDS EQ.EQ.EQ.EQ.EQ.OPTION 3 43 MIL STUD BLOCKING AT 10'-0" O.C. MAX. (1) #8 SCREW IN EACH STUD FLANGE TYP. STUD - SEE WALL SCHEDULE USE (6) #10 SCREWS ON EACH SIDE OF BLOCKING 2" x 2" x 54 MIL CLIP ANGLE 3/16" LESS THAN STUD WIDTH. ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH-OUT. BRIDGING ATTACHMENT - SEE SCHEDULE 1.1/2" x 30 MIL STRAPPING ON EACH SIDE OF WALL STUD. (STRAPPING TO START, END AND SPLICE AT SOLID BLOCKING)OPENING OR END OF WALLBLOCKING REQ'D ADJACENT TO ALL OPENINGS AND END OF WALL C E IL IN G L E V E L3m (10'-0") MAX. SPACINGSCHEDULENO SCALE BRIDGING ATTACHMENTS WALL WIDTH TSN CLIP 3.5/8" BRIDGECLIP WITH #10 STS 6" BRIDGECLIP WITH #10 STS 8" BC800 WITH (4) #10 STS A A B B 191263_S511-17 17 CANOPY DETAIL SEE ARCH CANOPY BY OTHERS HANGER RODS AT RADIUSED PLATE 3/8x6x, SEE ARCH VENEER, SEE ARCH MIN (4) WALL STUDS AT EA CANOPY HANGER PL1/4x8"x0'-8" WITH (8) 11'-0" O.C. MAX 1/8 3 1/8 3 #10 STS SECTION A-A SECTION B-B PL1/4x4"x0'-8" WITH (8) #10 STS PL1/4x4"x0'-4.1/2"PL1/4x6"x0'-6" 1/8 3 1/8 3 NO SCALE 191263_S511-18 18 TYPICAL PIPE SLEEVE THROUGH ROOF DECK PLAN VIEW 36" SQ. < 12"DIA 24" SQ. ≤ 8"DIA 12" SQ. ≤ 4"DIA PIPE SLEEVE 18 GA PLATE WITH #10 SHEET METAL SCREWS AT 6" O.C. EACH WAY METAL ROOF DECK METAL JOIST, SEE PLAN FULL HEIGHT JOIST BLOCKING WITH 2x2x0'-8" LONGx68mil (14GA) CLIP WITH (4) #10 STS INTO EA JOIST NO SCALE 191263_S511-19 19 MECHANICAL UNIT SUPPORT FRAMING METAL ROOF DECK METAL JOIST, SEE PLAN L2x2x14GAx0'-5" WITH (3) #12 STS TO EA PURLIN MECHANICAL UNIT, SEE ARCH/MECH NO SCALE STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:18 PM CENTURY FARM SELF STORAGEDETAILSS5112929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLCnum. description date 7/28/20 SCHED_CONC_REINF-02 1 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REQUIREMENT FOR CASE 1 LAP LENGTHS NO SCALE BAR SIZE f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS #3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20" #4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27" #5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33" #6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40" #7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58" #8 #9 #10 #11 55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66" 62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74" 70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83" 78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93" TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ꝭd) BY 1.5. CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE. 2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH. 3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET. 4. TIES AND STIRRUPS SHALL NOT BE SPLICED. 5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN. 6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 75, MULTIPLY LAP LENGTHS BY 1.25 AND FOR GRADE 80, MULTIPLY BY 1.33. 7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY. 8. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR. 9. FOR EPOXY-COATED OR ZINC AND EPOXY DUAL-COATED BARS WITH CLEAR COVER <3db OR CLEAR SPACING <6db, MULTIPLY LAP LENGTHS BY 1.5. FOR ALL OTHER CASES MULTIPLY BY 1.2 10. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LAP LENGTHS BY 1.33 UNLESS THE AVERAGE SPLITTING TENSILE STRENGTH (Fct) IS SPECIFIED. FOR LIGHT WEIGHT CONCRETE WHERE Fct IS SPECIFIED, REFER TO ACI318-14 SECTION 19.2.4.3 11. SPLICES FOR BUNDLED BARS: a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2. b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33. c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED. 12. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. BAR CLEAR SPACING CLEAR COVER STIRRUPS OR TIES NO REQUIREMENT db = BAR DIAMETER >=db >=db >=db>=2d b >=CODE FOR MINIMUM THROUGHOUT Ꝭd 191263_S601-02 2 METAL STUD SHEARWALL WITH GYP SHEATHING SCHEDULE METAL STUD SHEARWALL WITH GYP SHEATHING SCHEDULE [ELEVATION VIEW] 1/8" GAP AT END JOINTS1/16" GAP ATSIDE JOINTSNO SCALE MARK COMMENTSMETAL STUDS WALL FRAMING BOTTOM TRACK FASTENERS WALL SHEATHING THICKNESS EDGE FASTENERS, TYP FIELD FASTENERS, TYP STUD BLOCKING AT WALL STUDS FLOOR SLAB ALL JOINTS BOTTOM TRACK CENTER EDGES OF SHEATHING ON STUDS AND BLOCKS JOINT STUD WALL SHEATHING. AT CONTRACTOR'S OPTION, SHEATHING MAY BE INSTALLED VERTICALLY SCREW SIZE EDGE FASTENER FIELD FASTENER EDGE FASTENERS, TYP METAL STUD SHEARWALL NOTES: 1. BOTTOM TRACK FASTENERS TO BE CONCRETE SCREW ANCHOR OR CONCRETE WEDGE ANCHOR SUITABLE FOR CRACKED CONCRETE. 2. SCREWS SHALL HAVE A MINIMUM HEAD DIAMETER OF .292", IN ACCORDANCE WITH SAE J78. 3. SCREWS SHALL PENETRATE THROUGH FRAMING MEMBER WITH AT LEAST THREE THREADS. 4. STUDS SHALL BE A MINIMUM OF 1.5/8" WIDE WITH A 3/8" MINIMUM RETURN LIP. 5. TRACKS SHALL BE A MINIMUM OF 1.1/4" WIDE. 6. FOR STUD AND TRACK THICKNESSES GREATER THAN 43 MIL. USE Fy=50 KSI STEEL, OTHERWISE USE Fy=33 KSI STEEL. 7. HORIZONTAL BLOCKING SHALL BE PROVIDED AT 4'-0" O.C. MAX. 8. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. TOP TRACK BOTTOM TRACK MSW-6A-W 600S200-54 AT 16" O.C. 600T125-54 600T125-54 (2)0.157"DIA P.A.F. AT 16" O.C. 5/8" GYP BOARD #8 6" O.C. 12" O.C. MSW-4E-W 400S200-43 AT 16" O.C. 400T125-54 400T125-54 (2) 0.157"DIA P.A.F. AT 16" O.C. 5/8" GYP BOARD #8 6" O.C. 12" O.C. SCHED_METAL_WALL-02 3 METAL STUD SHEARWALL WITH CORRUGATED METAL SHEATHING SCHEDULE [ELEVATION VIEW] METAL STUD SHEARWALL WITH CORRUGATED METAL SHEATHING SCHEDULE METAL TRACK (ANCHOR JOINT STUD BOLTS NOT SHOWN) WALL STUDS FLOOR SLAB SIDE LAP CONNECTION (TYPICAL) VIEW A-A VIEW B-B AA B B METAL DECK SHEATHING AT 5'-0" O.C."PBU" PANEL AT 5'-0" O.C."PBR" PANEL AT 5'-0" O.C."PBU" PANEL AT 5'-0" O.C."PBR" PANEL AT 5'-0" O.C."PBU" PANEL AT 5'-0" O.C."PBU" PANEL FRAMING FASTENER SIDELAP FASTENER AT 5'-0" O.C."PBU" PANEL 3" MIN. OVERLAP AT METAL SHEATHING SPLICESSHEATHING SHALLOVERLAP AT PANELJOINTSNO SCALE METAL SHEATHING FASTENERS (TYP) MARK COMMENTSMETAL STUDS WALL FRAMING BOTTOM TRACK FASTENERS WALL SHEATHING TYPE SHEATHING TO FRAMING FASTENERS SIDELAP CONNECTION FASTENERSTOP TRACK BOTTOM TRACK MSW-4A-S 400S200-68 N/A 400T200-43 3/4"x29GA #12 STS AT #12 STS AT 12" O.C. METAL STUD SHEARWALL NOTES: 1. BOTTOM TRACK FASTENERS TO BE CONCRETE SCREW ANCHOR OR CONCRETE WEDGE ANCHOR SUITABLE FOR CRACKED CONCRETE. 2. SCREWS SHALL HAVE A MINIMUM HEAD DIAMETER OF .292", IN ACCORDANCE WITH SAE J78. 3. SCREWS SHALL PENETRATE THROUGH FRAMING MEMBER WITH AT LEAST THREE THREADS. 4. STUDS SHALL BE A MINIMUM OF 1.5/8" WIDE WITH A 3/8" MINIMUM RETURN LIP. 5. TRACKS SHALL BE A MINIMUM OF 1.1/4" WIDE. 6. FOR STUD AND TRACK THICKNESS GREATER THAN 43 MIL USE Fy=50ksi STEEL, OTHERWISE USE Fy=33ksi STEEL. 7. SEE 5/S601 FOR TYPICAL SHEATHING PROFILES. 8. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 24" O.C. 400S200-43 GIRTS ATMSW-4B-S 400S250-97 400T250-97 400T200-43 1.1/4"x24GA #12 STS AT #12 STS AT0.157"DIA P.A.F. AT 16" O.C. 12" O.C. 24" O.C.ANCHOR STUDS PER DETAIL 9/S501 5'-0" O.C. VERTICALLY BRIDGING ATMSW-4C-S 400S350-97 N/A 400T200-43 3/4"x29GA #12 STS AT #12 STS AT 12" O.C. 24" O.C. MSW-4D-S 400S350-97 400T250-97 400T200-43 1.1/4"x24GA #12 STS AT #12 STS AT 12" O.C. 24" O.C. (2) 0.157"DIA P.A.F. AT 16" O.C.400S200-43 GIRTS AT 5'-0" O.C. VERTICALLY MSW-4F-S 400S200-97 N/A 400T200-43 3/4"x29GA #12 STS AT #12 STS AT 12" O.C. 24" O.C. BRIDGING AT 8'-0" (NOTE #9) MSW-4G-S 400S300-68 N/A 400T200-43 3/4"x29GA #12 STS AT #12 STS AT 12" O.C. 24" O.C. BRIDGING AT 8'-0" (NOTE #9) BRIDGING AT 8'-0" (NOTE #9) 4'-0" (NOTE #9) ANCHOR STUDS PER DETAIL 9/S501 9. SEE 16/S511 FOR BRIDGING DETAIL. MSW-6B-S 600S200-54 N/A 600T200-43 3/4"x29GA #12 STS AT #12 STS AT 12" O.C. 24" O.C. BRIDGING AT 8'-0" (NOTE #9) 0.157"DIA P.A.F. AT 16" O.C. ANCHOR STUDS PER DETAIL 9/S501 0.157"DIA P.A.F. AT 16" O.C. ANCHOR STUDS PER DETAIL 9/S501 0.157"DIA P.A.F. AT 16" O.C. ANCHOR STUDS PER DETAIL 9/S501 0.157"DIA P.A.F. AT 16" O.C. ANCHOR STUDS PER DETAIL 9/S501 0.157"DIA P.A.F. AT 16" O.C. ANCHOR STUDS PER DETAIL 9/S501 191263_S601-04 HEADER/JAMB SCHEDULE STEEL HEADER/JAMB SCHEDULE4 OPEN HEADER, SEE SCHEDULE METAL STUD WALL, SEE PLAN AND SCHED CONT METAL TRACK TO MATCH WALL TOP TRACK TOP TRACK, SEE SCHEDULE STIFF CLIP CL600-68 WITH (6) #10 SCREWS INTO JAMB SILL, SEE SCHEDULE CONCRETE SLAB ON GRADE, SEE PLAN STIFF CLIP CL600-68 WITH (6) #10 SCREWS INTO JAMB (1) 3/8"DIA SIMPSON TITEN HD WITH 2 3/4" MIN EMBEDMENT INTO CONCRETE METAL STUD HEADER ELEVATION STIFFCLIP AL600 EACH END OF SILL WITH (2) #10 SCREWS INTO SILL AND (2) #10 SCREWS INTO JAMB OR 14 GA BENT JAMB MEMBER EACH SIDE OF OPENING, SEE SCHEDULE EXTEND FULL HEIGHT FROM FLOOR TO ROOF PLATE x REQUIRED WITH (2) #10 SCREWS INTO SILL AND (2) #10 SCREWS INTO JAMB STIFFCLIP 'HE(H)-68' BOTH SIDES WITH (8) #10 SCREWS TO HEADER, (8) #10 SCREWS TO JAMB, AND (4) #10 SCREWS EACH TAB. JAMB TYPE 'J2' JAMB STUD, NOTE 5 JAMB TYPES HEADER TYPES TRACK, NOTE 4 HEADER TYPE 'H1' 400S250-68 UPTURNED NOTE: PUNCHED STUDS ARE NOT TO BE USED IN HEADERS HEADER/JAMB NOTES: 1. ATTACH ALL COMPONENTS TOGETHER WITH #10 SCREWS AT 6" O.C. OR ATTACH COMPONENTS 18 GA OR HIGHER WITH 1/8" x 1" FILLET WELDS AT 12" O.C. 2. SCREWS SHALL PENETRATE THROUGH FRAMING MEMBER WITH AT LEAST THREE THREADS. 3. STUDS SHALL BE A MINIMUM OF 1.5/8" WIDE WITH A 3/8" MINIMUM RETURN LIP. JAMB STUD TO MATCH WALL STUD. 4. TRACKS SHALL BE A MINIMUM OF 1.1/4" WIDE. TRACK GAUGE AND DEPTH TO MATCH WALL STUD. 5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. JAMB TYPE 'J1' JAMB STUD, NOTE 5OPNG HEADER TYPE 'H2' (2) 600S162-54 (2) 600T125-54 HEADER TYPE 'H3' (2) 1200S200-68 TRACK, NOTE 4 (2) 600T125-54 TRACK, NOTE 4 MARK CONDITION JAMB TYPE COMMENTSSILL NO SCALE TO JAMBS SEE 8/S511 FOR CONNECTION HEADER TYPE 400S200-68 400S300-97 (2)400S300-68 H1 H2 H2 H3 (2)600S200-54 (3)600S200-54 H3 MH-1 METAL STUD J1 - MH-2 METAL STUD J1 - MH-3 METAL STUD J2 - MH-4 METAL STUD J2 - MH-5 METAL STUD J2 600T125-54 TYPICAL PANEL 5 TYPICAL PANEL SCHEDULE 191263_S601-05 PBU PANEL WALL SHEATHING: HORIZONTAL MOUNTED WITH S.D. WIHTOUT WASHERS. LOCATION: INTERIOR DIVIDER "PARITION" WALLS. STEEL LINE PBR PANEL WALL SHEATHING: HORIZONTAL MOUNTED WITH S.D. WIHTOUT WASHERS. LOCATION: EXTERIOR SHEATHED WALLS AND OFFICE ROOF. STEEL LINE 324SS STANDING SEAM WALL SHEATHING: HORIZONTAL MOUNTED WITH FIXED ROOF CLIPS AND (2) S.D. WIHTOUT WASHERS. LOCATION: MAIN ROOF. STEEL LINE 6" 3'-0" COVERAGE 3/4"1'-0" 3'-0" COVERAGE 2'-0" COVERAGE 3"1.1/4"NO SCALE SCHED_STL_LNTL-01 6 VENEER LINTEL SCHEDULE VENEER LINTEL SCHEDULE 4" NO SCALE SIZE OF ANGLE REQUIRES SPECIAL ANALYSIS 5'-1" TO 7'-0" UP TO 5'-0" CLEAR OPENING 7'-1" TO 9'-0" 12'-1" AND OVER 11'-1" TO 12'-0" 10'-1" TO 11'-0" 9'-1" TO 10'-0" L3.1/2x3.1/2x1/4 L6x4x3/8 (LLV) L5x3.1/2x3/8 (LLV) L5x3.1/2x5/16 (LLV) L5x3.1/2x1/4 (LLV) L3.1/2x3x1/4 (LLH) NOTE: LINTELS CARRY VENEER ONLY. WHERE FLOORS, ROOFS, OR CONCENTRATED LOADS OCCUR, FURTHER ANALYSIS IS NECESSARY. PROVIDE 1" OF BEARING AT EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. STEEL ANGLES SHALL BE GALVANIZED AT EXTERIOR CONDITIONS. STRUCTURALBHB Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x approval stamp: sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 7/28/2020 5:00:19 PM CENTURY FARM SELF STORAGESCHEDULESS6012929 W. NAVIGATOR DR, STE 400MERIDIAN, ID 83642PERMIT/BID SET 6/18/2020 191263 BRIGHTON STORAGE LLCnum. description date 7/28/20 T AHU 1 HVAC SYMBOLS & ABBREVIATIONS (NOT ALL SYMBOLS MAY BE USED) DUCTLESS SPLIT SYSTEM SCHEDULE EXHAUST FAN SCHEDULE 1)PROVIDE WITH SOLID STATE SPEED CONTROLLER MOUNTED ON FAN HOUSING 2)PROVIDE WITH ALUMINUM ROOF CAP AND GRAVITY BACKDRAFT DAMPER. 3)CONTROL FAN WITH OCCUPANCY SENSOR WITH THE LIGHTS. FAN SHALL STAY ON A MINIMUM OF 15 MINUTES AFTER THE SPACE IS UNOCCUPIED. 1 EF 1) RATED COOLING CAPACITY BASED ON 80°F DB/67°F WB INDOOR CONDITIONS AND 95°F AMBIENT. 2) RATED HEATING CAPACITY BASED ON 70°F DB/60°F WB INDOOR CONDITIONS AND 17°F AMBIENT. 3)PROVIDE UNIT WITH R-410A REFRIGERANT. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL WITH MATCHING R-410A REFRIGERANT LINE KITS, SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4)PROVIDE INDOOR UNIT WITH: DISCONNECT SWITCH INTEGRAL CONDENSATE PUMP MOUNTING BRACKETS AND ALL ADDITIONAL EQUIPMENT AND ACCESSORIES REQUIRED FOR INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. WIRELESS REMOTE CONTROL FOR 4 OF THE 5 CEILING CASSETTE UNITS IN EACH BUILDING. THE 5TH CEILING CASSETTE UNIT SHALL BE PROVIDED WITH A WIRED TOUCH CONTROLLER TO CONTROL ALL 5 UNITS. PROVIDE ALL ASSOCIATED LOW VOLTAGE WIRE. 5)PROVIDE OUTDOOR UNIT WITH: DISCONNECT SWITCH WIND BAFFLE STAND TO ELEVATE UNIT 30" ABOVE FINISHED GRADE. 6)INDOOR UNITS TO BE POWERED FROM OUTDOOR UNIT. 1-6 DFC 1 DCU INDOOR UNIT TAG OUTDOOR UNIT TAG SERVES TYPE NOMINAL TONS MIN. CFM COOLING CAPACITY (1) HEATING CAPACITY (2) ELECTRICAL - OUTDOOR EFFICIENCY MANUFACTURER & MODEL REMARKS V/HZ/PH MCA MOCP EER COP BLDG. 1 INDOOR:DUCTLESS CEILING CASSETTE OUTDOOR: HEAT PUMP CARRIER; INDOOR MODEL MMU-AP024 OUTDOOR MODEL MMY-MAP1206HT9P (3)(4)(5)(6) SYMBOL LOCATION TYPE CFM ESP MOTOR HP/W ELECTRICAL RPM SONES MANUFACTURER & MODEL REMARKS V/HZ/PH FLA CEILING DIRECT DRIVE CENTRIFUGAL CEILING 90 0.50"-120/60/1 -923 2.5 GREENHECK SP-B110 (1)(2)(3) RETURN AIR RISER SUPPLY AIR RISER EXHAUST AIR RISER AFF ABOVE FINISHED FLOOR BDD BACKDRAFT DAMPER C.O.D. CENTER OF DUCT EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ESP EXTERNAL STATIC PRESSURE FD FIRE DAMPER LAT LEAVING AIR TEMPERATURE MD MANUAL (VOLUME) DAMPER N.T.S.NOT TO SCALE O.C.ON CENTER OA OUTSIDE (VENTILATION) AIR RA RETURN AIR S.S.STAINLESS STEEL SA SUPPLY AIR TA TRANSFER AIR U.N.O.UNLESS NOTED OTHERWISE FLEXIBLE DUCT (6'-0" MAX) MANUAL VOLUME DAMPER SQUARE-TO-ROUND TRANSITION SUPPLY DIFFUSER (4-WAY U.N.O.) RETURN GRILLES EXHAUST GRILLE THERMOSTAT 2-WAY SUPPLY DIFFUSER EQUIPMENT TAG EQUIPMENT TYPE EQUIPMENT TAG NUMBER A.ALL ROOF PENETRATIONS SHALL BE COMPLETED IN ACCORDANCE WITH ROOFING SYSTEM REQUIREMENTS AND ROOF MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL WORK WITH ROOFING CONTRACTOR. B. CONTRACTOR SHALL VERIFY EXACT HEIGHTS OF ALL CEILINGS PRIOR TO START OF WORK. SEE ARCHITECTURAL SHEETS FOR CEILING DETAILS AND CONSTRUCTION. COORDINATE EXACT DUCTWORK INSTALLATION WITH CEILING HEIGHTS AND STRUCTURE, AS REQUIRED. C. SEE ELECTRICAL LIGHTING SHEETS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. COORDINATE EXACT DIFFUSER AND GRILLE LOCATIONS WITH LIGHTING FIXTURES, AS REQUIRED. D. INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE WHILE COORDINATING WITH ALL OTHER TRADES. OFFSET AND TRANSITION DUCTWORK BETWEEN AND BENEATH STRUCTURAL MEMBERS, WHERE REQUIRED. E. ALL DUCTWORK SHALL MEET SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE", CURRENT EDITION. DUCT GAUGES, REINFORCEMENTS, METHODS OF CONNECTION, TRANSITIONS AND CONSTRUCTION WILL BE FIELD-VERIFIED, MEASURED AND INSPECTED FOR COMPLIANCE. DUCTWORK NOT MEETING SMACNA'S STANDARDS WILL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. UNLESS OTHERWISE ADDRESSED IN THE SPECIFICATIONS, THE PRESSURE CLASSIFICATION FOR ALL DUCTWORK SHALL BE 2" WATER GAUGE POSITIVE OR NEGATIVE. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTALS OR DUCT FABRICATION AND GIVE WRITTEN DOCUMENTATION OF COMPLIANCE IN ORIGINAL PRODUCT SUBMITTALS. F. ALL DIMENSIONS ARE LISTED IN INCHES UNLESS NOTED OTHERWISE. ALL DUCTWORK DIMENSIONS ARE INSIDE CLEAR. G. HVAC CONTRACTOR SHALL FIELD-COORDINATE ALL CONDITIONS, UNIT LOCATIONS AND OBSTRUCTIONS. H.DO NOT CUT, DRILL HOLES OR REMOVE ANY PORTION OF STRUCTURAL MEMBERS, BEAMS OR PURLINS. ROUTE ALL DUCTWORK, PIPING AND CONDUIT AROUND AND THROUGH STRUCTURAL MEMBERS AS REQUIRED. SEE STRUCTURAL DETAILS AND DRAWINGS FOR EXACT METHOD OF ATTACHING HANGERS TO BEAMS AND STRUCTURAL MEMBERS. I. DO NOT ATTACH SCREWS, NAILS, HANGERS OR FASTENERS OF ANY TYPE TO ROOF DECK. SUPPORT ALL MECHANICAL EQUIPMENT FROM STRUCTURE AND CONTRACTOR-INSTALLED KICKERS ONLY. PROVIDE AND INSTALL INTERMEDIATE KICKERS BETWEEN PURLINS AS REQUIRED TO HANG EQUIPMENT AND SHEET METAL DUCTWORK. J. ALL PLUMBING VENTS, EXHAUST OUTLETS AND GAS FLUES SHALL BE A MINIMUM OF 10'-0" FROM ANY AIR INTAKE INTO THE BUILDING, PER CODE. K. ALL EQUIPMENT PLACEMENT SHALL COMPLY WITH THE MECHANICAL CODE. L. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL PERMANENT ENGRAVED PLASTIC-LAMINATE SIGNS WITH MINIMUM 1"-TALL LETTERING AT ALL ROOFTOP UNITS, EXHAUST FANS AND HVAC EQUIPMENT LOCATIONS THROUGHOUT ENTIRE BUILDING AND ROOFTOP. MOUNT PERMANENTLY IN AN APPROPRIATE AND EFFECTIVE LOCATION, WITH UNIT DESIGNATION AND AREA SERVED SHOWN. GENERAL NOTES: 45° BOOT FITTING W/ MANUAL VOLUME DAMPER. INDOOR: (5) 2 TON CEILING CASSETTES (1) 3/4 TON HIGH WALL OUTDOOR: (1) 10 TON HEAT RECOVERY UNIT BLDG. 2 INDOOR:DUCTLESS CEILING CASSETTE OUTDOOR: HEAT PUMP 7-11 DFC 2 DCU INDOOR: (5) 2 TON CEILING CASSETTES OUTDOOR: (1) 10 TON HEAT PUMP 700 (CASSETTE) 270 (HIGH WALL) 208/60/3 46 50 12.6 3.66 CARRIER; INDOOR MODEL MMU-AP024 (DFC-1 THROUGH DFC-5) MMK-AP0093H2UL (DFC-6) OUTDOOR MODEL MMY-MAP1206FT9P (3)(4)(5)(6)24.0 MBH TOTAL 27.0 MBH700 208/60/3 46 50 24.0 MBH TOTAL (CASSETTE) 9.5 MBH TOTAL (HIGH WALL) 27.0 MBH (CASSETTE) 10.5 (HIGH WALL) 13.2 4.1 SUPPLY FAN SCHEDULE 1) PROVIDE WITH SOLID STATE SPEED CONTROLLER MOUNTED ON FAN HOUSING 2) PROVIDE WITH ALUMINUM ROOF CAP AND GRAVITY BACKDRAFT DAMPER. 3) CONTROL FAN WITH TIMECLOCK IN JANITOR'S CLOSET. FAN SHOULD BE RUNNING CONTINUOUSLY DURING BUSINESS HOURS AND OFF WHEN BUILDING IS UNOCCUPIED. 1 SF SYMBOL LOCATION TYPE CFM ESP MOTOR HP/W ELECTRICAL RPM SONES MANUFACTURER & MODEL REMARKS V/HZ/PH FLA BREAK ROOM INLINE 60 0.10"19 W 120/60/1 1.14 583 0.3 GREENHECK CSP-B110 (1)(2)(3) GRILLE, REGISTER AND DIFFUSER SCHEDULE SYMBOL DESCRIPTION MANUFACTURER & MODEL FEATURES AND OPTIONS SG SUPPLY GRILLE PRICE 520D STEEL CONSTRUCTION, TYPE F BORDER FOR SURFACE MOUNT, 3/4" BLADE SPACING, DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO SHORT DIMENSION. FACTORY WHITE FINISH. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:24 PM 6/18/2020 12:31:24 PMCENTURY FARMSMECHANICAL COVER SHEETM-0002929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date MECHANICAL SHEET INDEX SHEET NUMBER SHEET NAME M-000 MECHANICAL COVER SHEET M-111 BUILDING 1 MECHANICAL PLAN M-112 BUILDING 2 MECHANICAL PLAN M-200 MECHANICAL SPECIFICATIONS 6/18/2020 6/18/2020Cathy L. Miller, P.E. Mechanical Engineer 1H 1-12 1B 1-3 1-1 1D 1F 1G 1-5 1-7 1-9 1-11 1C 1E 1-2 1-4 1-6 1-8 1-10 5-2 5-1 DFC 6 DCU 1 DFC 5 DFC 4 DFC 3 DFC 1 DFC 2 EF 1 1 2 3 2 2 2 2 (TYP) 4 5 (TYP) 4 6 T 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD T OFFICE 101 TOILET 103 BREAK RM. 102 AREA INSIDE DASHED BOUNDARY SHALL BE HEATED TO 60°F AND COOLED TO 80°F. 5 5 7 SF 1 10"x4" SG 60 CFM 14"x3" DUCT UP TO ROOF CAP 6"ø BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:24 PM 6/18/2020 12:31:24 PMCENTURY FARMSBUILDING 1 MECHANICAL PLANM-1112929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1/8" = 1'-0"1 MECHANICAL PLAN - BUILDING 1 1" = 100'-0"2 Key Plan BUILDING 1. Keynotes Key Value Keynote Text 1 DAYLIGHT CONDENSTATE PIPING IN MOP SINK. 2 INSTALL 4-WAY DUCTLESS FAN COIL UNIT WITH BOTTOM OF UNIT AT 10'-0" A.F.F. 3 MOUNT FAN COIL ON WALL AT 7'0" A.F.F. COORDINATE FINAL LOCATION WITH OWNER PRIOR TO COMMENCING WORK. 4 ROUTE REFRIGERATION AND CONDENSATE PIPING AS HIGH AS POSSIBLE. PROVIDE SHEET METAL PROTECTIVE COVER BELOW PIPING IF REQUIRED TO PROTECT PIPING WHERE EXPOSED IN STORAGE UNITS. 5 SIZE REFRIGERATION PIPING PER MANUFACTURER'S INSTRUCTIONS. 6 6" DIA. DUCT UP TO ROOF CAP. 7 INSTALL WIRED TOUCH COUNTROLLER AT 48" A.F.F. TOUCH CONTROLLER SHALL CONTROL ALL DUCTLESS FAN COIL UNITS IN STORAGE AREA. 6/18/2020 2H 2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 3-3 2C 2E 2-11 2-9 2-7 2-5 2-3 2-1 DFC 10 DFC 11 DFC 9 DFC 8 DFC 7 DCU 2 1 (TYP) 2 3 3 3 3 3 (TYP) 2 4 3/4" CD 3/4" CD 3/4" CD 3/4" CD3/4" CD T 5 AREA INSIDE DASHED BOUNDARY SHALL BE HEATED TO 60°F AND COOLED TO 80°F. BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:26 PM 6/18/2020 12:31:26 PMCENTURY FARMSBUILDING 2 MECHANICAL PLANM-1122929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1/8" = 1'-0"1 MECHANICAL PLAN - BUILDING 2 1" = 100'-0"2 Key Plan BUILDING 2. Keynotes Key Value Keynote Text 1 DROP CONDENSATE PIPING DOWN ON INSIDE FACE OF WALL AND DAYLIGHT AT 6" ABOVE FINISHED GRADE. GRAVEL LINED INFILTATION BED SHALL BE PROVIDED BY OTHERS TO RECEIVE CONDENSATE. REFER TO ARCHITECTURAL PLANS. 2 SIZE REFRIGERATION PIPING PER MANUFACTURER'S INSTRUCTIONS. 3 INSTALL 4-WAY DUCTLESS FAN COIL UNIT WITH BOTTOM OF UNIT AT 9'-0" A.F.F. IN CORRIDOR AS SHOWN. 4 ROUTE REFRIGERATION AND CONDENSATE PIPING AS HIGH AS POSSIBLE. PROVIDE SHEET METAL PROTECTIVE COVER BELOW PIPING IF REQUIRED TO PROTECT PIPING WHERE EXPOSED IN STORAGE UNITS. 5 INSTALL WIRED TOUCH COUNTROLLER AT 48" A.F.F. TOUCH CONTROLLER SHALL CONTROL ALL DUCTLESS FAN COIL UNITS IN STORAGE AREA. 6/18/2020 SECTION 15100 -MECHANICAL GENERAL PROVISIONS PART 1 -GENERAL 1.1 SCOPE A.General: 1.The Bidding Requirements, Contract Requirements, and the General Requirements (Division 1) of these specifications shall govern all parts of the work. B.Work Included: 1.Install work in accordance with these specifications and the accompanying plans. Furnish all labor, material, and equipment together with all incidental items not specifically shown or specified which are required by good practice to provide the complete mechanical systems as described. 2.The HVAC Contractor(s) and all sub-tier Contractors shall provide installed equipment cut sheets and purchase orders required for utility rebates. C.Coordination and Site Visits: 1.This section of the work requires examination of and reference to all architectural, structural, utility, and electrical drawings for construction conditions that may affect the work. Inspect the building site and existing facilities for verification of existing conditions. Base all measurements from established benchmarks. Any discrepancy between actual measurements and those indicated, which prevents following good practices or the intent of the drawings and specifications, shall be reported to the Architect/Engineer, and work halted until instructions are received from the Architect/Engineer. 1.2 CODES, PERMITS, FEES A.Install all work in accordance with applicable codes and standards. Obtain all required permits; pay all required fees including utility connections or extensions, in connection with this portion of the construction. Obtain all required certificates of inspection for the work. PART 2 -PRODUCTS 2.1 MATERIALS AND WORKMANSHIP A.Materials: 1.All materials and equipment shall be of first quality, new, full size and weight, standard in every respect, and suitable for the space required. Use the same manufacturer for products of similar class or service, such as valves, pumps, controls, and air handlers. Protect all materials against loss, theft, or damage before and after installation. 2.Furnish equipment that will operate under all conditions of load without any sound or vibration that is objectionable in the opinion of the Architect/Engineer. Vibration or noise considered objectionable will be corrected by the Subcontractor at his expense. 3.Furnish and install all necessary foundations, supports, pads, bases, and piers required for all materials and equipment furnished under this contract. 4.Provide all required fire stopping at piping and duct penetrations of fire-rated walls, floors, ceilings, and roofs. B.Workmanship: 1.All materials and equipment shall be installed in a neat and workmanlike manner by competent specialists for each sub trade. Work shall be installed to the satisfaction of the Architect/Engineer with unsatisfactory work removed and reinstalled to his satisfaction at no extra cost to the Owner. 2.Provide all cutting and patching necessary to install the work specified in this section. Patching shall match adjacent surfaces. No structural members shall be cut without the approval of the Architect/Engineer. Provide all sleeves and inserts required before the floors and walls are built. 3.Locate all equipment that must be serviced in fully accessible positions. Provide clearance for removal of replacement parts and components, and with necessary couplings or flanges to remove the component for maintenance. 2.2 SUBMITTALS AND SUBSTITUTIONS A.Substitutions: 1.Manufacturer's trade names and catalog numbers stated herein are intended to indicate the quality of equipment or materials desired. Substitutions are accepted but require final approval by the Engineer on Record. Final approval is to be based on requirements of the plans and specifications. 2.Acceptance or rejection of proposed substitutions shall not cause additional cost to the Owner or Architect/Engineer. Any required changes in piping, ductwork, electrical, controls or otherwise due to the substituted equipment shall be paid for by this contractor proposing the substitution. B.Submittals: 1.Within thirty days after award of this contract, provide a complete list of all materials and equipment proposed for this project. List shall contain make, type, manufacturer's name, and trade designation of all materials and equipment. Submittal shall also include manufacturer's complete specification for each item, including capacities, ratings, etc., and dimensions as required to check space requirements. Provide six physical copies or a digital copy of all submittals. The scheduled equipment is the basis of design for capacity, weights, physical size, etc. Alternate manufacturers shall not exceed the weight or physical size. Any changes to the Architectural, Structural, Mechanical, Electrical, and Control systems due to alternate manufacturers shall be the responsibility of the Contractor and Supplier. 2.Approval of submittals shall not relieve the contractor from responsibility for deviations from the plans or specifications, unless he has, in writing, called the Architect's /Engineer's attention to deviations at the time of submission, and obtained his written approval. Approval of submittals does not relieve the contractor from responsibility for errors in shop drawings or literature. C.Equipment Requiring Submittals: 1.All Scheduled Equipment 2.Grilles, Registers, Diffusers 3.Louvers 4.Insulation 5.Fire and Combination Fire/Smoke Dampers 6.Flexible Ductwork 7.Spiral Ductwork PART 3 -EXECUTION 3.1 ACCESSIBILITY & SAFETY A.Accessibility: 1.All equipment which must be serviced or operated shall be located in fully accessible position. Minor changes from the drawings may be made to allow for better accessibility. All changes shall be approved prior to actual installation. 2.Access panels shall be provided if required for accessibility. Subcontractor shall furnish the required panels to the General Contractor and the required location for all access panels. Panels shall be installed by the General Contractor. B.Safety: 1.Subcontractor shall provide guards for all belt drives and rotating machinery. No water piping shall run immediately over or within a 3-foot plan view clearance of any electrical panel or motor starter. Where piping must be located within these zones, install piping inside a conduit to prevent water access to electrical equipment. 3.2 COORDINATION A.Coordinate all work with the various trades involved to provide a complete and satisfactory installation. The exact details of piping, ductwork, and equipment are not shown. No additional compensation will be made for offsets or relocation required in coordination with other trades. B.Alterations required due to improper supervision by the subcontractor shall be made at no extra cost, to the satisfaction of the Architect/Engineer. 3.3 ELECTRICAL A.Electric motors required for equipment specified in this section shall be provided and installed by this Subcontractor. Motor starters, relays, pilot lights, etc., are, in general, to be furnished and installed by the Electrical Contractor. B.Starters, relays, controls, disconnects, etc., which are factory-assembled into or provided with (per schedules) packaged equipment shall be furnished by the Mechanical Contractor under this section of the specifications. C.All motors shall be provided with adequate starting and protective equipment as specified or required. Motor capacity shall be sufficient to operate driven device under all conditions of operation and load without overload. Minimum horsepower shall be as specified. 3.4 IDENTIFICATION & CODING A.Painting: All painting of mechanical equipment, accessories, ductwork, and piping shall be furnished and applied under the Architectural specifications. All painting shall be completed before any identification markings are applied. B.Equipment:Identify all equipment with a black Formica label, with white reveal when engraved. Lettering to be 3/16-inch high minimum. In general, identify equipment as to area served in addition to the tag number of the equipment as taken from the plans. 3.5 TESTING A.Piping: 1.Piping shall be tested before insulation has been installed. Delicate control mechanisms shall be removed during tests to prevent shock damage. The use of chemicals or compounds to stop leaks shall not be permitted. B.Systems: 1.All systems shall be tested at the completion of the building to establish that the systems operate as specified and required. Testing shall be performed after air balancing is completed. 2.All controls shall be calibrated accurately and all equipment shall be adjusted for satisfactory operation. Excessive vibration or noise from any system shall be corrected. 3.The air conditioning system shall be tested for satisfactory operation when the outside air temperature reaches 60°F or warmer. All other systems shall be tested at building completion. All tests shall be performed in the presence of the Architect/Engineer or his representative. 3.6 BALANCING A.Scope: 1.Prior to final acceptance by the Owners, all air systems shall be balanced to deliver the quantities as specified or directed. The air balance shall be performed by an independent agency specializing in testing, adjusting, and balancing, and is certified by the Testing, Adjusting, and Balancing Bureau (TABB) and/or the National Environmental Balancing Bureau (NEBB). 2.Balance contractor's main office shall be located within 50 miles from the project site. B.Air Balancing: 1.Balancing of the air system shall consist of: a.Adjust all air volumes, including outside air, to the quantities shown, with allowable variation of plus or minus 10 percent. b.Record all system, outside air, zone, diffuser, grille, and register C.F.M. Use volume control devices to regulate air quantities only to the extent that adjustments do not create objectionable air motion or sound levels. Balancing Engineer shall work with the Contractor to set the CFM quantities for zone dampers or zone damper/heaters. c.Test and record all system static pressures, inlet and discharge, on all packaged units, fans, and terminal units. Vary total system air quantities by adjustment of fan speeds. Provide drive changes as necessary. Vary branch air quantities by damper regulation. d.Test and record motor full load amps and nameplate amps. e.Test and record entering and leaving temperatures at all coils. f.Adjust all automatically operated dampers, in cooperation with the Mechanical Contractor, to the required settings. Adjust outside air, return air, and exhaust dampers for design conditions within specified tolerances. Where modulating dampers or economizers are provided, take measurements at full return air, minimum outside air, and 100 percent outside air mode of operation. g.Adjust diffusers and grilles for proper deflection, throw, and coverage. Eliminate drafts and excessive noise where possible. h.Mark final positions of all balance dampers with a red felt pen. i.Air systems shall be balanced in accordance with standard procedures and recognized practices of the TABB or NEBB. C.Quality Assurance: 1.Upon request, the Balancing Contractor shall demonstrate to the Engineer of Record or his/her representative, flow verification for at least 10% of the balanced devices as selected by the Engineer. If more than 25% of the tested devices do not meet the designed or balance report, then the entire system balance must be re-balanced. D.Balance Reports: 1.Submit four physical copies or a digital copy of the air system balance report to the Architect/Engineer for evaluation and approval. Reports shall be on TABB/SMACNA forms that indicate information addressing each of the testing methods, readings, and adjustments. 3.7 CLEANING & ADJUSTING A.Thoroughly clean all parts of the system at the completion of the work. Install new, clean air filters in all systems. Adjust all devices for proper operation and lubricate all equipment as required. Repaint any painted surface that has been damaged. 3.8 PROJECT CLOSEOUT A.Operations & Maintenance (O & M) Manual: The Contractor shall provide two copies of an operations and maintenance manual at least thirty days prior to completion of work. The manual shall be of the three ring binder type, entitled "Operations and Maintenance Manual", with the job name and year of completion also included. The manual shall include, as a minimum: 1.Maintenance instructions for all equipment, including lubrication requirements. 2.Equipment suppliers names, addresses, and telephone numbers. 3.Equipment catalog cuts, ratings tables, model numbers, serial numbers, and accessories. 4.Parts numbers for all replaceable parts. 5.Air systems balance report as hereinbefore specified. 6.Filter chart listing unit callout, size of filters, and quantity of filters. 7.Guarantee letter as specified below. 8.Any additional information required to enable the Owner to properly maintain the building mechanical system. B.Mechanical System Training Period: 1.After the mechanical system is completely installed and operational, the mechanical contractor shall provide a minimum of 8 hours training and instruction time for the building Owner or his representative. During this period, the contractor shall instruct the Owner in the operation and maintenance of all parts of the mechanical system, using the O & M manual where applicable. C.As-Built Drawings: 1.Provide two sets of red-lined mechanical drawings showing the work as it was actually installed. The drawings shall indicate all departures from the contract drawings, and shall locate all underground utility lines with dimensions from established building lines. Make all notations neat and legible, with red pen or marker. At the completion of the work, these as-built drawings shall be signed and dated by the Mechanical Contractor, and returned to the Architect/Engineer. D.Guarantee: 1.All work furnished under this section shall be guaranteed in writing to be free from defective work or materials for a period of one year after acceptance of the contract. All repairs or replacements because of defective materials or workmanship or noncompliance with code shall be provided without additional cost to the Owner. Contractor shall furnish a letter indicating above guarantee with space for date of acceptance and expiration of guarantee. Letter shall be included in O & M Manual. END OF SECTION 15100 __________________________________________________________ __________________________________________________________ SECTION 15300 -HEATING, VENTILATING, AND AIR CONDITIONING PART 1 -GENERAL 1.1 SCOPE A.This section covers the work necessary for the heating, ventilating, and air conditioning system, complete. The Mechanical General Provisions, Section 15100, is to be included as a part of this section of the specifications. 1.2 CODES & STANDARDS A.The heating, ventilating, and air conditioning system shall be installed in accordance with the standards listed below, latest editions, and the codes listed in the Basis of Design schedule: 1.American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) 2.National Fire Protection Association (NFPA) 3.Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) PART 2 -PRODUCTS 2.1 HVAC EQUIPMENT (including fan coils, rooftop units, heat pumps, condensing units, electric heaters, and exhaust fans) A.See plans and schedules for requirements. 2.2 GRILLES, REGISTERS, DIFFUSERS AND LOUVERS A.See plans and schedules for requirements. 2.3 AIR DISTRIBUTION A.Ductwork: 1.Low pressure ductwork shall be fabricated from galvanized sheet metal, unless otherwise indicated. Construction requirements shall be in accordance with SMACNA Low Pressure Duct Construction Standards, latest edition. All sheet metal ductwork shall be sealed with McGill United Sheet Duct Sealer or equal, in accordance with the Energy Code listed in the Basis of Design schedule. Low pressure ductwork shall be constructed to the following SMACNA static pressure standards: a.Supply air ductwork = 2" W.G. b.Return, Exhaust, Outside Air Intake ductwork = 1" W.G. 2.Low pressure ductwork located in exposed ceiling areas, except in mechanical rooms, shall be spiral-type ducts with a “paint-grip”finish on both ductwork and associated fittings that can be painted. a.Joints: 0”to 20”diameter, interior slip coupling beaded at center, fastened to duct with screws and with sealing compound applied continuously around joint before assembling and after fastening. Sealing compound shall be applied in an even and professional manner. b.Joints 22”-72”diameter, use 3-piece, gasketed, flanged joints consisting of 2 internal flanges (with integral mastic sealant) split to accommodate minor differences in duct diameter, and one external closure band designed to compress gasketing between internal flanges. Manufacturer shall be Ductmate, Spiralmate or equal. c.All takeoff or branch entrances shall be by means of factory-fabricated fittings. Field taps shall not be allowed. 3.Low pressure ductwork which is located in mechanical rooms shall be fabricated from galvanized sheet metal. Construction requirements shall be in accordance with SMACNA Low Pressure Duct Construction Standards, latest edition. 4.Low or medium pressure, double-wall acoustically-insulated ductwork shall have a minimum 1”insulation, perforated metal lining & shall be McGill Acousti-k27, Metaltec, or equal. 5.Ductwork penetrating protective elements of fire-rated corridor walls, with no openings into corridor, shall be constructed of minimum 26 gauge galvanized steel. 6.Exterior exposed ductwork shall be fabricated from galvanized sheets. All joints and seams shall be standing-seam type with sealing mastic to provide watertight construction. All ductwork shall be externally insulated with rigid, foil-faced insulation. Insulation shall be tapered on top to create a sloped surface with no flat spots. All exposed surfaces shall be wrapped with a self-adhesive membrane capable of 400% elongation by Polyguard or equal. 7.Flexible ducts shall be listed per UL-181 standard as Class 1 flexible air duct and complying with NFPA Standards 90A and 90B. Ducts shall be insulated with a minimum R-5 value, and shall have a maximum vapor transmission value of .05 perms. Ducts shall be factory made with and composed of: a CPE liner duct permanently bonded to a coated spring steel wire helix. Duct shall be GREENGUARD tested and certified, carry a ten-year warranty for the labor to replace the duct should there be a factory defect. Low permeability outer vapor barrier of fiberglass bidirectional reinforced metalized laminate film shall complete the composite. Pressure rating shall be minimum 4" w.g. positive and 1" w.g. negative. Attach to duct take-off and terminal unit with nylon clamp or tie. By Thermaflex, Flexmaster, or approved equal. B.Duct Accessories: 1.Turning vanes shall be installed in rectangular or square elbows. Vanes shall be installed in vane side rails. Vanes shall be double-wall vanes, and be fabricated and installed per SMACNA standards. 2.Manual volume dampers shall be fabricated from galvanized steel in accordance with SMACNA standards. Dampers shall have a continuous galvanized steel shaft, with damper regulators and end bearings. Dampers located above inaccessible ceilings (hard ceilings) shall be furnished with concealed ceiling damper regulators. Dampers shall be pressure-rated equal to the design duct pressure rating. 3.Flexible connections shall be provided at all rotating fan equipment. Connectors shall be of fire, water, and weather-resistant material. 4.Fire dampers shall be UL-labeled with frame, locking assembly, accordion style folded blades, and fusible link. Dampers shall be Style B with blades stored outside of the air stream. Provide duct inspection door at each fire damper. Minimum size shall be 8" x 8". Inspection door shall be provided with a steel frame with gasket around periphery, and a hinged panel. 5.Combination smoke and fire dampers are to be fusible link type with factory sleeve and electric operator located exterior to duct. 120V operator to be spring return, fail closed with 212 degrees F link and UL label. Damper to be fire-rated to a minimum of 1.5 hours and smoke leakage rated Class I or II. Provide duct inspection door at each damper. Minimum size shall be 8" x 8". Inspection door shall be provided with a steel frame with gasket around periphery, and a hinged panel. 2.4 PIPING SYSTEMS: A.Refrigerant Piping: 1.Refrigerant piping shall be Type L hard-drawn copper, ASTM B280, with wrought copper fittings and Silvaloy joints. 2.Refrigerant piping shall be manufacturer's standard line sets, in lengths as required for proper installation. Coiling of excess tubing will not be acceptable. B.Condensate Drain Piping: 1.See Plumbing Specifications for requirements. C.Pipe Hangers and Supports: 1.See Plumbing Specifications for hanger and support requirements for piping systems. See drawings for seismic support requirements for piping systems. 2.5 INSULATION: A.General: 1.All insulation shall have composite fire and smoke hazard ratings, as tested by ASTM E-84, NFPA 255, and UL 723, not exceeding: Flame Spread 25 Smoke Developed 50 B.Ductwork -External Insulation: 1.See Duct Insulation Schedule for R-values and application schedule. 2.External duct insulation shall be flexible fiberglass blanket-type, formaldehyde-free duct wrap. 3.All joints shall be taped with UL-listed tape to provide a continuous vapor barrier. 4.Exposed supply and return ducts in conditioned spaces shall not be externally insulated (except in Mechanical Rooms or where indicated on the drawings). C.Ductwork -Internal Liner: 1.Liner shall be flexible fiberglass duct liner. Liner shall be attached with 100% coverage of manufacturer's recommended adhesive and welded or mechanically fastened galvanized steel pins. All exposed edges of liner shall be coated with adhesive. Duct dimensions shown are net air side face-to-face of duct liner. D.Piping Insulation -Refrigerant Piping: 1.Insulation on refrigerant suction piping shall be one-piece preformed flexible formed plastic tubing with built-in closed cell vapor barrier. Seal laps and butt joints with moisture resistant adhesive to provide a continuous vapor seal. Furnish 1/2" thick insulation for 1½" and smaller pipe, and 1" thick insulation for pipe larger than 1½". Exterior insulation shall be coated with a weather-and UV-resistant coating as recommended by insulation supplier. Insulation shall have a conductivity not exceeding 0.27 Btu-inch/hour-sq. ft.-°F. 2.6 VIBRATION ISOLATION A.General: 1.All rotating equipment and appurtenances connected to rotating equipment shall be vibration isolated from the supporting structure. No metal to metal contact will be permitted between fixed and floating parts. All metal isolators exposed to weather shall be hot dipped galvanized after fabrication. Piping connected to rotating equipment shall be hung with spring hangers for first 50 pipe diameters. B.Floor-Mounted Spring Isolators: 1.Isolators shall be free standing, laterally stable, and include acoustical friction pads and leveling bolts. Isolators shall have a minimum ratio of spring diameter to operating spring height of 1.0 and an additional travel to solid equal to 50% of rated deflection. C.Floor-Mounted Neoprene Pads: 1.Isolators shall be neoprene waffle, or combination neoprene and cork sandwich. Pads shall be sized and selected as per manufacturer's loading requirements. D.Spring Hangers: 1.Vibration hanger shall contain a spring and double-deflection neoprene element in series. Spring shall have a diameter not less than 0.8 of compressed operating spring height. Spring shall have a minimum additional spring travel of 50 percent between design height and solid height. Spring shall permit a 15 degree angular misalignment without rubbing on hanger box. 2.7 SEISMIC SUPPORTS A.All equipment, ductwork, and piping shall be seismically supported as required by the International Building Code, latest edition. Support details shall be as indicated on the Drawings. 2.8 CONTROL SYSTEM A.General: 1.The Mechanical Contractor shall be responsible for a complete and operable control system, including equipment, installation, and accessories required to perform the required control functions. All control conduit and wiring shall be furnished by the Electrical Contractor. Thermostats, sub-base switches, remote control devices, etc., shall be supplied by the Mechanical Contractor and installed and connected by the Mechanical Contractor. The Mechanical Contractor shall furnish the Electrical Contractor with wiring diagrams for all mechanical equipment and controls. 2.The control system shall be basically electric, with supplementary electronic devices as required. B.Control Equipment and Accessories: 1.Duct Smoke Detector: a.Smoke detector shall be products of combustion detector and shall be UL listed. The unit shall be designed for detection of combustion gases, fire, and smoke in air ducts in compliance with NFPA Pamphlet 90A. The sheet metal contractor shall provide a minimum 18"x18" hinged access door in inaccessible ceilings for each detector that is furnished. The sheet metal contractor is also responsible for providing all necessary transitions in the ductwork necessary for mounting of the duct detector. 2.Thermostats: a.See mechanical schedules for model information. b.Thermostats shall be 7-day programmable type, with automatic changeover from heating to cooling, and shall be provided with auxiliary contacts. c.Where humidity sensors are indicated on drawings, thermostat shall have integral humidity sensing capabilities or be provided with separate humidity sensor. d.Thermostats in public areas shall be provided with lockable covers. e.Thermostats installed on exterior walls shall be mounted on an insulating block, or on foam insulation filled J-box. f.All thermostats shall have a mounting height of 48 inches, to the centerline of the device, unless otherwise noted on the electrical drawings. PART 3 -EXECUTION 3.1 WORKMANSHIP A.General: 1.Install all materials and equipment as shown and in strict accordance with the applicable codes for the State and/or city. Plans do not attempt to show exact details of all piping and ductwork, and no extra payment will be allowed for offsets required due to obstructions by other trades. All work shall be done in a neat and orderly fashion and left in a condition satisfactory to the Architect/Engineer. B.Insulation: 1.All piping insulation shall be applied over clean, dry surfaces after system has been pressure tested and any leaks corrected. Finished appearance of all insulation shall be smooth and continuous. Provide coat of insulating cement where needed to obtain this result. 2.Flexible duct insulation shall be secured to duct surface with 4-inch wide bands of adhesive applied on maximum 18-inch centers. Additional galvanized tie-wire support shall be furnished as required and recommended by the insulation manufacturer. C.Diffusers, Registers and Grilles: 1.All diffusers, grilles, and registers shall be installed tight on their respective mounting surfaces and shall be accurately centered on ceiling tile, recesses, windows, or doors. D.Ductwork: 1.All sheet metal work shall be done by qualified, experienced mechanics in accordance with the requirements of ASHRAE and the latest edition of the applicable SMACNA Manual. All ductwork shall be installed in a neat and orderly manner, and shall be adequately supported to prevent vibration or sagging. All sheet metal ductwork shall be sealed with United-Sheet Metal Duct Sealer or equal. 2.Exposed ductwork that is visibly damaged shall be rotated such that the damage is not visible or replaced. E.Air Conditioning Units: 1.Units shall be installed approximately where shown on the plans to provide access space for filter changing, motor, drive and bearing servicing, and fan shaft and coil removing. Unit shall not be operated until filters are installed. Isolate sheet metal ducts from all fans with flexible connectors. F.Condensing Units/Heat Pumps: 1.Units located at grade shall be positioned such that they are beyond the roof drip line. Units shall be installed on a 6”concrete pad. 2.Units located on the roof shall be positioned 10-feet from roof edge. Units shall be installed on an isolation pad or equipment rails. G.Filters -provide and install one clean set of filters for all air handling equipment upon project completion. H.Piping: 1.All piping shall be run parallel or perpendicular to established building lines. 2.Install piping so as to allow for expansion. Piping supports must allow for lines to expand and contract freely. Where piping runs exceed 100 feet in length, an offset or expansion loops must be installed in the middle of the piping run. 3.Install all valves with stems horizontal or above. 4.Install air vents at all high points. 5.Provide all piping which passes through walls, floors, or ceilings with standard weight pipe sleeves. END OF SECTION 15300 END OF MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:27 PM 6/18/2020 12:31:27 PMCENTURY FARMSMECHANICAL SPECIFICATIONSM-2002929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 6/18/2020 HW RETURN INLET HW OUTLET CW INLET PIPE DRAIN PAN INTO MOP SINK PIPE FULL SIZE DOWN TO MOP SINK FINISHED FLOOR WATER HEATER RESTRAINT SYSTEM BY WATTS. MODEL WM-26 WITH 24"x24" DRAIN PAN WALL SEISMICALLY BRACE WATER HEATER TO WALL WATER HEATER CHECK VALVE CHECK VALVE EXP-1 ASME T & P RELIEF VALVE MOP SINK SCALE: A. ALL WORK AND MATERIALS SHALL CONFORM TO THE THE CODES LISTED IN THE BASIS OF DESIGN AND ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. B. OBTAIN FIELD-APPROVAL FOR PLUMBING INSTALLATION FROM AUTHORITIES HAVING JURISDICTION. C. NO WORK SHALL BE COVERED UP UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY AUTHORITIES HAVING JURISDICTION. D. VERIFY LOCATION, SIZE, DEPTH AND AVAILABILITY OF ALL UTILITIES INCLUDING SEWER, WATER AND GAS PRIOR TO START OF ANY WORK. E. DRAWINGS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. F. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES, ETC.) ARE DIAGRAMMATIC. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. G. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATION VALVES ON WATER SUPPLY LINES. VALVES SHALL BE FULL PORT LINE SIZED UNLESS NOTED OTHERWISE. H. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES, STRAINERS, TRAP PRIMERS, WATER HAMMER ARRESTORS, ETC. I. PROVIDE FLOOR DRAINS AND FLOOR SINKS WITH AN APPROVED AUTOMATIC TRAP PRIMER WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. J. CONTRACTOR SHALL PROVIDE CLEAN-OUTS WHERE SHOWN AND AS REQUIRED BY CODE. CLEAN-OUTS SHALL BE ACCESSIBLE. NO CLEAN-OUTS SHALL OCCUR UNDER OR BEHIND ANY FIXTURES. K. UNDERGROUND PIPING SHALL BE LOCATED AWAY FROM BEARING FOOTINGS AND SHALL COMPLY WITH DETAILS ON STRUCTURAL DRAWINGS. L. ALL PIPING IN FINISHED AREAS SHALL BE RUN CONCEALED UNLESS NOTED OTHERWISE ON DRAWINGS. EXPOSED PIPING, WHEN NOTED AS SUCH, SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO STRUCTURE. M. ALL PIPING PENETRATING WALL, CEILING AND FLOOR SHALL BE ISOLATED FROM BUILDING STRUCTURES WITH RESILIENT SEALS. N. ALL OPENINGS FOR PIPING THROUGH FIRE RATED ENCLOSURES SHALL BE CAULKED AS REQUIRED BY CODE TO MAINTAIN FIRE RATING. O. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS PRIOR TO START OF WORK. P. ALL EQUIPMENT SHALL BE U.L LISTED. Q. BRING TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE ANY OMISSIONS OR CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS BEFORE PROCEEDING WITH THE WORK. R. CONTRACTOR TO PROVIDE ROUGH-INS AND FINAL CONNECTIONS FOR FIXTURES AND EQUIPMENT FURNISHED BY OTHERS. S. NO VENT OUTLET SHALL TERMINATE CLOSER THAN FOUR FEET TO OR ONE FOOT ABOVE ANY DOOR, WINDOW OR GRAVITY AIR INTAKE, NOR CLOSER THAN TEN FEET TO OR LESS THAN THREE FEET ABOVE ANY FORCED OR MECHANICAL AIR INTAKE. VENT OUTLETS SHALL BE A MINIMUM OF TWO FEET FROM THE EDGE OF THE ROOF. T. SANITARY WASTE VENTS SHALL RISE VERTICALLY TO A POINT NOT LESS THAN 6" IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. U. FAUCET AND PLUMBING FIXTURES SHALL BE OF THE WATER CONSERVATION TYPE. V. ALL PIPE SHALL BE TIGHTLY SECURED TO THE STRUCTURE AND SHALL BE SUPPORTED PER CODE REQUIREMENTS. W. ACCESSIBLE FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE AND AUTHORITIES HAVING JURISDICTION. X. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS, SUCH AS HOSE BIBBS AND MOP SINKS, SHALL BE PROVIDED WITH A BACKFLOW/ANTI-SIPHON VALVES. Y. ALL SANITARY AND GREASE WASTE PIPING SHALL BE A MINIMUM 1/4" PER FOOT SLOPE, UNLESS OTHERWISE NOTED. Z. DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD WATER RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED BACKWATER VALVE. AA. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS NOTED OTHERWISE. AB. ALL ROOF PENETRATIONS SHALL BE SEALED WATER-TIGHT. ALL SEALING OF THE ROOF SHALL BE COMPLETED IN ACCORDANCE WITH ROOFING SYSTEM REQUIREMENTS AND ROOF MANUFACTURER'S WARRANTY. COORDINATE ALL NEW WORK WITH ROOFING CONTRACTOR. AC. PLUMBER SHALL DISINFECT ALL NEW OR REPAIRED POTABLE WATER SYSTEMS PRIOR TO USE PER SPECIFICATIONS AND AUTHORITIES HAVING JURISDICTION. AD. ALL WATER HEATERS SHALL BE SET AT 140°F, UNLESS NOTED OTHERWISE. AE. THE PREMISE OWNER OR RESPONSIBLE PERSON SHALL HAVE THE BACKFLOW PREVENTION ASSEMBLY TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AT THE TIME OF INSTALLATION. AF.INSULATION SHALL BE PROVIDED AT ALL HOT WATER AND HOT WATER RECIRCULATION PIPING AND THE FIRST 5' OF COLD WATER PIPING FROM THE WATER HEATER. AG.ALL WATER PIPING DROPS ALONG EXTERIOR WALLS SHALL BE ROUTED DOWN WARM SIDE OF INSULATION. AH. RUN ALL WATER PIPING AS HIGH AS POSSIBLE IN CEILING SPACE OR TIGHT TO STRUCTURE UNLESS OTHERWISE NOTED. AI. FAN COIL CONDENSATE PIPING SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE PLACE OF CONDENSATE DISPOSAL. SEE MANUFACTURER SUBMITTAL FOR CONNECTION SIZE. GENERAL NOTES: BASIS OF DESIGN CODES 2017 IDAHO STATE PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION WASTE VENT HOT COLD COTG-1 CLEANOUT TO GRADE: SIOUX CHIEF; MODEL 834 SERIES. NO-HUB CONNECTION, ROUND NICKEL-BRONZE STRAINER, MEDIUM DUTY. SEE PLAN FOR SIZE - - - EWC-1 ELECTRIC WATER COOLER: ELKAY; MODEL # LMABFDWSSK, WATER COOLER WITH BOTTLE FILLER, 115V. 2" 1-1/2"-3/4" EXP-1 EXPANSION TANK: THERM-X-TROL; MODEL ST-5. NON-ASME THERMAL EXPANSION TANK. - -1" 1" LAV-1 UNDERMOUNT LAVATORY : AMERICAN STANDARD; 0426.000.020 FAUCET: MOEN RINZA MATTE FAUCET . PROVIDE WITH MXV-1. SET TO 110°F. 2" 1-1/2"1/2" 1/2" MS-1 MOP SINK: FIAT; MODEL MSB-24"x24"x10" FAUCET: CHICAGO FAUCET; MODEL 897-MPRCF. WITH MOP BRACKET, HOSE AND BRACKET, AND BUMPER GUARD. INSTALL WITH DEEP SEAL TRAP. 3" 2"3/4" 3/4" MXV-1 THERMOSTATIC MIXING VALVE: LEONARD; MODEL 270 PROVIDE W/ CHECKSTOPS, OUTLET BALL VALVE, AND DIAL THERMOMETER. SET TO 110°F DELIVERY TEMPERATURE. - -1/2" 1/2" RPZ-1 REDUCED PRESSURE BACKFLOW PREVENTER: WATTS; MODEL LF009 - - -1-1/4" S-1 KITCHEN SINK. AMERICAN STANDARD; MODEL 22SB.6252283C.075; PROVIDE WITH MOEN RINZA MATTE FAUCET. COORDINATE WITH ARCHITECT. 1-1/2" 1-1/2"1/2" 1/2" WC-1 WATER CLOSET TANK TYPE (ACCESSIBLE): KOHLER; MODEL: K-3589, WHITE. SEAT: BEMIS; MODEL 3155CT, WHITE. 3" 2"-1/2" WH-1 WATER HEATER: AO SMITH; MODEL EJC-20 2.4 KW, 120V, SINGLE PHASE, NON-SIMULTANEOUS ELEMENTS. - -1" 1" WATER HEATER OVER MOP SINK DETAIL N.T.S. 1 P1.0 PLUMBING LEGEND WALL CLEANOUT CLEANOUT TO GRADE FLOOR DRAIN DESCRIPTIONABBREV.SYMBOLS GAS HOT WATER COLD WATER VENT SOIL, WASTE BELOW FLOOR OR GRADE G HW CW V SOIL G FIRE SPRINKLER RISER SHUT OFF VALVE VTR VENT THRU ROOF WCO GCO HOT WATER RETURNHWR Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:27 PM 6/18/2020 12:31:27 PMCENTURY FARMSPLUMBING COVER SHEETP-0002929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date PLUMBING SHEET INDEX SHEET NUMBER SHEET NAME P-000 PLUMBING COVER SHEET P-111 PLUMBING PLAN P-200 PLUMBING SPECIFICATIONS 6/18/2020 1-12 1D 1F 1G 1-9 1-11 1E 1-10 WC-1 LAV-1 TOILET 103 OFFICE 101 BREAK RM. 102 S-1 MS-1 SEE CIVIL PLAN FOR CONTINUATION 2" VTR 1 1/2" V 1 1/2" V 2" SS 3" SS2" SS1 1/2" V EWC-1 3" COTG 1-12 1D 1F 1G 1-9 1-11 1E 1-10 WH-1 BREAK RM. 102 OFFICE 101 TOILET 103 WC-1 S-1 LAV-1 SEE CIVIL PLANS FOR CONTINUATION RPZ-1 EWC-1 1 1/4" CW 1/2" CW 1" CW 3/4" CW 3/4" HW 1/2" CW 3/4" HW MS-1 DRAIN TO MS-1 ROUTE PIPING UP ON WARM SIDE OF INSULATION. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:29 PM 6/18/2020 12:31:29 PMCENTURY FARMSPLUMBING PLANP-1112929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1/4" = 1'-0"1 PLUMBING WASTE AND VENT 1/4" = 1'-0"2 PLUMBING WATER AND GAS 6/18/2020 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:31:29 PM 6/18/2020 12:31:29 PMCENTURY FARMSPLUMBING SPECIFICATIONSP-2002929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 6/18/2020 SK J J TC PC S D TS SMS PS MS S 4 S3 S OSS CONDUIT UP CONDUIT DOWN KEYED SWITCH DUPLEX CONVENIENCE OUTLET PANELBOARD JUNCTION BOX TIMECLOCK PHOTOCELL: TORK NO. 2101,(120V) TORK NO. 2104,(277V) SYMBOL ELECTRICAL SYMBOLS LEGEND DESCRIPTION DIMMER SWITCH TWO POLE SWITCH FOUR WAY SWITCH THREE WAY SWITCH SINGLE POLE SWITCH TIMER SWITCH PILOT SWITCH MOTOR RATED SWITCH DISCONNECT MOTION SENSOR SWITCH GFIR FLOOR OUTLET DIRECT CONNECTION WEATHERPROOF RECEPTACLE CEILING MOUNT OUTLET TYPE AS INDICATED GROUND FAULT INTERRUPTER RECEPTACLE OCCUPANCY SENSOR SWITCH COMBINATION TELE/DATA OUTLET WITH 3/4"C TO ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. # INDICATES ADDRESS OR NUMBER COORDINATE EXACT REQUIREMENTS WITH NETWORK SERVICES WP C MAGNETIC DOOR HOLD OPENDH S2 STOSP3S S S S HEIGHTS DETAILS NOT TO SCALE W PANELELECTRICALFIN. FLR.18"4'-0"T 6'-8"6'-6"GENERAL NOTES: 1.MOUNT DEVICES AT HEIGHTS INDICATED EXCEPT AS OTHERW ISE SHOWN ON THE DRAWINGS. 2.ABOVE COUNTER W/ KNEE SPACE (FORWARD REACH) COUNTER DEPTH <20"=48"MAX COUNTER DEPTH 20"-25"=44"MAX ABOVE COUNTER W/O KNEE SPACING 34" HIGH MAX (SIDE REACH) COUNTER DEPTH <10"=48" COUNTER DEPTH 10"-24"=46" FIN. FLR. SEE NOTE #2 ABOVE COUNTER (AC) FIN. FLR. ALL OPERABLE PARTS MUST BE WITHIN SPECIFIED RANGES 15" MIN 48" MAX COUNTER KNEE SPACE DEVICE PLACEMENT 7'-6"3.ALL DEVICES INSTALLED WITHIN THE KENNELS SHALL BE INSTALLED AT 7'-6" ABOVE FINISHED FLOOR AND PROTECTED AGAINST DAMAGE. MAX MAX LEAST 25 FEET OF BARE COPPER CONDUCTOR. OR RODS OF NOT LESS THAN 1/2" INCH DIAMETER, OR CONSISTING OF AT CONSISTING OF AT LEAST 25 FEET OF ONE OR MORE STEEL REINFORCING BARS CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, INCHES OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE-ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2 GROUNDING ELECTRODE SYSTEM CADWELD TO REBAR OR CU CONDUCTOR RE-BAR FOUNDATION NOT TO SCALE GROUNDING DETAIL FOOTING TYPICAL CIRCUITING SYMBOLS NOT TO SCALE NOTE: GENERAL 120 VOLT CIRCUITS WILL BE 2-12CU, 3/4"C, 1- 12CU GND, ALL OTHER CONDUCTORS AND CONDUITS WILL BE PER ELECTRICAL CONTRACTOR. SINGLE PHASE 208 CIRCUIT P2-10,12 2-4CU-1 1/4"C 1-4CU NEUTRAL 1-4CU GROUND PANEL HOMERUN 3/4" OTHERWISE UNLESS NOTED MINIMUM RACEWAY SINGLE PULL CIRCUIT P1-1 2-10CU-3/4"C 1-10CU EQUIPMENT GND THREE PHASE 208V CIRCUIT P2-10,12,14 3-4CU-1 1/4"C 1-4CU NEUTRAL 1-4CU GROUND TRANSFORMER BY IDAHO POWER ON SITE. PANEL P1 250/3 SERVICE CONDUCTORS, COORDINATE WITH IDAHO POWER CO. 100/3 PANEL P2 (1) 1 1/4"C WITH 3-3CU 1-3CU NEU, 1-8CU GND M (1) 2 1/2"C WITH 3-250MCMCU ΦA,B,C 1-250MCMCU NEU, 1-4CU GND NOTE: COORDINATE TRANSFORMER PLACEMENT AND CONDUIT REQUIREMENTS WITH IDAHO POWER FOR PRIMARY LINE EXTENSION. CONTACT -----------------@IDAHOPOWER.COM 100/3 CT / METER. COORDINATE WITH IDAHO POWER. NEMA 3R RATED. NGND (1) #4 CU GROUND 5/8” X 10’-0” GROUND ROD 8’-0” DEEP. CONNECT TO DOMESTIC SYSTEM WATER PIPE WITHIN 5'-0" OF THE WATER SERVICE ENTRY TO THE BUILDING 25'-0" OF GROUND 3CU BARE 30" DEEP. NEMA 1R NEMA 1R SERVICE RATED DISCONNECT NEMA 3R NEMA 3R NEMA 3R DISCONNECT DISCONNECT BULDING 1 BUILDING 2 30/2 120V 30/1 120V 30/1 120V BUILDING 8 BUILDING 6 BUILDING 4 20/1 20/1 20/1 20/1 20/1 100 FT 460 FT60 FT (1) 1 1/2"C WITH 1-1CU 1-1CU NEU, 1-6CU GND (1) 1 1/2"C WITH 2-8CU 1-8CU NEU, 1-10CU GND (1) 1 1/2"C WITH 2-10CU 1-10CU NEU, 1-10CU GND NEMA 3R DISCONNECT 30/1 120V BUILDING 7 100 FT OVERALL KEY PLAN BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:24 PM 6/18/2020 12:56:24 PMCENTURY FARMSELECTRICAL COVER SHEETE-0002929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date LIGHTING NOTES: A) INTERIOR EXIT EMERGENCY LIGHTS SHALL HAVE THE CAPACITY TO ENERGIZE AN EXTERIOR MOUNTED REMOTE EMERGENCY LIGHT. B) EXTERIOR BUILDING LIGHTING SHALL BE WITH DIMMING CAPACITY, 100% WHEN OCCUPANTS ARE PRESENT, 50% WHEN NO OCCUPANTS ARE DETECTED. C) EXTERIOR LIGHTING PHOTOMETRIC CONTROL, USE EXTERIOR MOUNTED NEMA 3R ENCLOSURE, INTERMATIC K4021C, 120V, RATED FOR IMPOSED LOAD. D) ALL LED STRIP FIXTURES SHALL BE PROVIDED WITH LV POWER SUPPLY AS REQUIRED. ELECTRICAL SHEET INDEX SHEET NUMBER WT E-000 ELECTRICAL COVER SHEET E-111 BUILDING 1 POWER & LIGHTING E-112 BUILDING 2 POWER & LIGHTING E-113A BUILDING 3 POWER E-113B BUILDING 3 LIGHTING E-114 BUILDING 4 POWER & LIGHTING E-115 BUILDING 5 POWER & LIGHTING E-116 BUILDING 6 POWER & LIGHTING E-117 BUILDING 7 POWER & LIGHTING E-118A BUILDING 8 POWER E-118B BUILDING 8 LIGHTING ES101 ELECTRICAL SITE PLAN ES102 SITE PHOTOMETRICS ES103 ENERGY COMPLIANCE COMCHECK 12" = 1'-0"5 ONE LINE 1" = 100'-0"6 Key Plan Overall LIGHTING FIXTURE SCHEDULE Type Catalog Number Manufacturer Description Lamp MountingMounting Wattage E4 04-EL1-LED COST LESS LIGHTING EMERGENCY LIGHTING LED WALL OR CEILING 1 W EM-EX EM-EX COST LESS LIGHTING EXIT SIGN W BUG EYES LED WALL OR CEILING 4 W EM-RL EM-RL COST LESS LIGHTING EMERGENCY REMOTE LIGHT LED WALL MOUNTED L1 9864-LED LEVITON AZZ LED WITH OCCUPANCY SENSOR LED 3500K CEILING 9 W L2 LS-1-4 LED TUBE ST1-1-UNV-4-278-50+ US LIGHTING INTERIOR STORAGE LIGHTING LED SUSPENDED 28 W L7 DH2-5-50-UNVL-2-N-0 US LED INTERIOR STORAGE LIGHTING LED SURFACE 34 W L9 FTR1-22-50-80-FTU-UNV2-1050 US LED RETAIL OFFICE AND STORAGE AREAS LED CEILING 42 W L10 LTR3-1-UNV-50-18-6R-C-WH US LED OVER SALES COUNTERS LED CEILING 18 W L12-4 701912-C1175 SLOAN LED UNDER FRONT ENTRY SOFFIT LED UNDER SOFFIT RECESSED 17 W L15 DS-402U-3-UNVL-50-96-BZ US LED EXTERIOR WALL LIGHT LED WALL MOUNTED 40 W SP-B110 GREENHECK DIRECT DRIVE FAN LED WV1 - 4420203EN3-962 ASTRA LED YLIGHTING Bathroom wall vanity light LED Mounting 29 W Notes: Other 65 W 100.00% 65 W M - MISC 35512 W 100.00% 35512 W Total Est. Demand Current:168 A L - LIGHTING 9671 W 125.00% 12089 W Total Conn. Current:164 A K - KITCHEN 1000 W 65.00% 650 W Total Est. Demand:60655 H - HEATING 2400 W 100.00% 2400 W Total Conn. Load:58956 C - RECEPTACLE 10758 W 96.48% 10379 W Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:159 A 169 A 165 A Total Load:19030 20205 19721 Phase A Phase B Phase C 47 SPACE -- -- -- 0 0 -- -- --SPACE 48 45 SPACE -- -- -- 0 0 -- -- --SPACE 46 43 SPACE -- -- -- 0 0 -- -- --SPACE 44 41 SPACE -- -- -- 0 5453 -- -- ---- 42 39 SPARE 20 A 1 0 5453 -- -- ---- 40 37 SPARE 20 A 1 0 5453 3 50 A m HEAT PUMP, BUILDING 1 UNIT DCU-1 38 35 SPARE 20 A 1 0 577 -- -- ---- 36 33 ---- -- -- 8135 577 -- -- ---- 34 31 ---- -- -- 8513 577 3 20 A M GATE MOTORS 32 29 PANEL P2 M 100 A 3 8875 360 1 20 A C EXTERIOR WP GFIR COS 30 27 ---- -- -- 224 360 1 20 A C COFFEE BAR COS 28 25 HVAC CEILING CASSETTES M 20 A 2 224 360 1 20 A C C - RECEPTACLE 26 23 LIGHTING BUILDING 6 EXTERIOR L 20 A 1 800 1000 1 20 A K K - KITCHEN 24 21 WATER HEATER H 30 A 1 2400 540 1 20 A C MAGNETIC DOOR HOLDER 22 19 LIGHTING BUILDING 1 INTERIOR... L 20 A 1 795 877 1 20 A L LIGHTING BUILDING 5 EXTERIOR &... 20 17 LIGHTING BUILDING 1 FRONT OFFICE L 20 A 1 868 680 1 20 A L LIGHTING BUILDING 7 EXTERIOR &... 18 15 RETAIL COS C 20 A 1 540 990 1 20 A L BLDG FACE & PYLON SIGNAGE W/TIME... 16 13 LIGHTING BUILDING 4 EXTERIOR L 20 A 1 651 720 1 20 A C HALLWAY CEILING SERVICE RECEPTACLE 14 11 BUSINESS COUNTER COS C 20 A 1 360 400 1 20 A M GOLF CART CHARGING STATION 12 9 MINI REFRIGERATOR C 20 A 1 250 400 1 20 A C DIGITAL RECORDER / TELE BOARD 10 7 BUILDING 1 LANDSCAPING C 20 A 1 250 382 1 20 A l LIGHTING BUILDING 1 EXTERIOR 8 5 LIGHTING BUILDING 1 INT OCC SENS L 20 A 1 198 240 1 20 A C DRINKING FOUNTAIN 6 3 SWITCHED RECEPT REQ'D EVERY 150 FT C 20 A 1 180 200 1 20 A C FIRE ALARM 4 1 WATER CIRCULATION PUMP & TIMER M 20 A 1 100 200 1 20 A L EXTERIOR SIGNAGE W/TIMER 2 NOTES CKT DESCRIPTION CODE AMP POLES A B C A B C POLES AMP CODE DESCRIPTION CKT NOTES ENCLOSURE:TYPE 1 MAIN CKTBR:250/3 MOUNTING:WALL WIRES:4 BUSSING:250A SUPPLY FROM:IDAHO POWER TRANSFORMER PHASES:3 MAINS TYPE:MCB LOCATION:BUILDING 4 VOLTS:120/208 Wye AIC RATING: Branch Panel: Panel P1 Notes: Total Est. Demand Current:73 A Total Conn. Current:71 A M - MISC 16575 W 100.00% 16575 W Total Est. Demand:26385 L - LIGHTING 3476 W 125.00% 4345 W Total Conn. Load:25522 C - RECEPTACLE 6095 W 100.00% 6095 W Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:74 A 71 A 68 A Total Load:8875 8513 8135 Phase A Phase B Phase C 29 SPACE -- -- -- 0 0 -- -- --SPACE 30 27 SPACE -- -- -- 0 0 -- -- --SPACE 28 25 ---- -- -- 5525 0 1 20 A SPARE 26 23 ---- -- -- 5525 0 1 20 A SPARE 24 21 DCU-3, HEAT PUMP, BUILDING 2 M 50 A 3 5525 0 1 20 A SPARE 22 19 RV STORAGE TIMED POWER C 20 A 1 720 360 1 20 A C MAGNETIC DOOR HOLDERS 20 17 RV STORAGE TIMED POWER C 20 A 1 720 0 1 20 A SPARE 18 15 RV STORAGE TIMED POWER C 20 A 1 720 720 1 20 A C RV STORAGE TIMED POWER 16 13 LIGHTING BUILDING 3 SENSORED... L 20 A 1 531 720 1 20 A C RV STORAGE TIMED POWER 14 11 HALLWAY CEILING SERVICE RECEPTACLE C 20 A 1 900 720 1 20 A C RV STORAGE TIMED POWER 12 9 LIGHTING BUILDING 8 EXTERIOR &... L 20 A 1 678 678 1 20 A L LIGHTING BUILDING 8 EXTERIOR &... 10 7 LIGHTING BUILDING 2 INTERIOR CORRIDOR L 20 A 1 407 464 1 20 A L LIGHTING BUILDING 2 INTERIOR CORRIDOR 8 5 LIGHTING BUILDING 2 INT OCC SENS,EXT... L 20 A 1 198 360 1 20 A C RV STORAGE TIMED POWER 6 3 SWITCHED RECEPT REQ'D EVERY 150 FT C 20 A 1 180 280 1 20 A L LIGHTING BUILDING 3 EXTERIOR 4 1 EXTERIOR WP GFIR COS C 20 A 1 180 240 1 20 A L LIGHTING BUILDING 2 EXTERIOR 2 NOTES CKT DESCRIPTION CODE AMP POLES A B C A B C POLES AMP CODE DESCRIPTION CKT NOTES ENCLOSURE:TYPE 1 MAIN CKTBR:100/3 MOUNTING:FLOOR WIRES:4 BUSSING:125A SUPPLY FROM:PANEL P1 PHASES:3 MAINS TYPE:MCB LOCATION:BUILDING 5 VOLTS:120/208 Wye AIC RATING: Branch Panel: Panel P2 06/18/2020 PC OS OS OS OS OS OS OS OS OS OSOSPC PC OSTC J J TCJ C C C CCDH DH DH BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 41-12 1-3 1-1 1-5 1-7 1-9 1-11 2H2D2F2G 1-2 1-4 1-6 1-8 1-10 2C 2E 5-2 5-1 L15 Panel P1-8 L15 Panel P1-8 L15 Panel P1-8 L15 Panel P1-8 L15 Panel P1-8 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19L2 Panel P1-19 L2 Panel P1-19 L2 L2 Panel P1-19Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 Panel P1-19 L2 L2 Panel P1-19Panel P1-19 L2 L12-4 L15 Panel P1-8 EM-EX EM-EX Panel P1-19 Panel P1-19 EM-EX Panel P1-19 Panel P1-19 E4 EM-EXPanel P1-19 EM-EX Panel P1-19EM-EXPanel P1-19 EM-EX Panel P1-19 EM-EX Panel P1-19 EM-EXPanel P1-19 Panel P1-19 Panel P1-19 Panel P1-19 E4 E4 E4 EM-EX Panel P1-17 E4 E4 Panel P1-17 EM-RL BUILDING 1 EM-RL EM-RL L15 Panel P1-8 1 1 11 1 1 1 1 1 1 1 1 1 1 11 2 3 3 3 3 3 3 3 3 L12-4 L12-4 L12-4 L12-4 L12-4 Panel P1-8 Panel P1-8 Panel P1-8Panel P1-8Panel P1-8Panel P1-8 Panel P1-17 Panel P1-17 Panel P1-17 Panel P1-17 Panel P1-17Panel P1-17Panel P1-17 Panel P1-17 Panel P1-17 Panel P1-17 Panel P1-17 L9 L9 L9 L9 L9 L9 L9 L9 L9 L9 L7 Panel P1-17L7 L10 L10 L1Panel P1-5 L1Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-5 L1 Panel P1-20 EF 1 Panel P1-17 L12-4 Panel P1-5 L12-4 Panel P1-5 L12-4 Panel P1-5 L12-4 Panel P1-5 L12-4 Panel P1-5 L12-4 Panel P1-5 2 14 14 14 EM-EX Panel P1-19 EM-RL WV1 SF 1 1-12 1-3 1-1 1-5 1-7 1-9 1-11 2H2D2F2G 1-2 1-4 1-6 1-8 1-10 2C 2E 5-2 5-1 Panel P1 BUILDING 1 WATER PROOF FLEX TO SIGNAGE NEMA 3R 100/3 UNF NEMA 3R WP/GFIR Panel P1-30 GATE MOTOR UNDER GROUND EXIT SENSOR GATE KEY PAD SM SM SM SM SM EXTERIOR OFFICE SIGNAGE COM AND POWER FOR TV TIMER FOR EXTERIOR SIGNAGE FLOOR POWER AND DATA FOR DESK CP-1 WH-1 GFIR GFIR Panel P1-28 IDPC TRANSFORMER SERVICE METER PYLON SIGNAGE Panel P1-16 FIRE ALARM WP/GFIR WP/GFIR LANDSCAPING Panel P1-7 4 5 55 5 5 5 6 7 8 8 9 10 11 12 Panel P1-32,34,36 Panel P1-16 Panel P1-16 Panel P1-11 Panel P1-4 Panel P1-15 Panel P1-21 Panel P1-1 GFIR 13 13 13 Panel P1-12 GOLF CART CHARGING Panel P1-3 WATER PROOF FLEX TO SIGNAGE NEMA 3R WATER PROOF FLEX TO SIGNAGE NEMA 3R OPEN SIGN Panel P1-38,40,42 DCU 1 DFC 6 DFC 5 DFC 3 DFC 1 DFC 2 DFC 4 SM Panel P1-25,27 Panel P1-24 INTERNET SERVICE ENTRANCE Panel P1-14 S Panel P1-9 Panel P1-10 Panel P1-26 Panel P1-22 Panel P1-22 Panel P1-22 Panel P1-6 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 7/22/2020 2:30:09 PM 7/22/2020 2:30:09 PMCENTURY FARMSBUILDING 1 POWER & LIGHTINGE-1112929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1" = 100'-0"1 Key Plan BUILDING 1 Keynotes Key Value Keynote Text 1 PROVIDE UNSWITCHED HOT CIRCUIT TO ALL EMERGENCY FIXTURES AND EXIT SIGNS. 2 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. 3 PROVIDE OCCUPANCY SENSORS FOR LIGHTING, FROM SENCED LOCATION TO NEAREST EXIT FROM BUILDING. 4 PROVIDE CIRCUIT TO GATE OPERATOR AS INDICATED. NEMA 3R RATED. COORDINATE REQUIREMENTS WITH EQUIPMENT MANUFACTURE. 5 ALL EXTERIOR ELECTRICAL BOXES, JUNCTIONS, CONTROLLERS AND KEY PADS ARE TO BE NEMA 3R RATED. 6 TRANSFORMER BY IDAHO POWER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH IDAHO POWER. "SEE ONE-LINE DIAGRAM ON SHEET E000". 7 COORDINATE SITE SECURITY CAMERA LOCATIONS AND CONDUIT RUNS WITH INSTALLER. 8 THESE CIRCUITS ARE PROVIDED FOR SITE ROADSIDE SIGNAGE. USE 12" X 12" MINIMUM PULL BOX IN LANDSCAPING. PROVIDE 1" CONDUIT. CONSULT OWNER FOR DETAILS. 9 INSTALL NEMA 3R LANDSCAPE LIGHTING PULL BOX, SEE ELECTRICAL SCHEDULE "EXTERIOR LANDSCAPING". 10 EXTERIOR SIGNAGE TO BE TIMER CONTROLLED, 11 PROVIDE POWER AND COMM OUTLET FOR FIRE ALARM. CONFIRM LOCATION WITH OWNER. 12 CONFIRM HEIGHT WITH OWNER / ARCHITECT. 13 ENTRY AND EXIT DOORS FROM CONDITIONED STORAGE BUILDINGS REQUIRE MAGNETIC DOOR HOLD OPEN. CONDUIT FOR POWER TO BE RUN UNDERGROUND TO NEMA 3R RATED BOX FROM BUILDINGS ELECTRICAL PANEL, AND CONTROL CONDUIT RUN TO MAIN OFFICE IN BUILDING 1. COORDINATE WITH ARCHITECT / SECURITY PROVIDER. 14 THESE ARE UNDER SOFFIT LIGHTING OR CONTAINED EXTERIOR ACCENT LIGHTING.ALL CONNECTIONS AND JUNCTIONS ARE TO BE NEMA 3R RATED, CONCEILED FROM VIEW AND PHOTO CELL CONTROLLED. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"2 BUILDING 1 LIGHTING 1/8" = 1'-0"3 BUILDING 1 POWER 07/22/2020 C C CC C DH DH PC OS OS OS OS OS OS OS OS OS PC 2H 2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 2C 2E 2-11 2-9 2-7 2-5 2-3 2-1 Panel P2 BUILDING 2 WP/GFIR Panel P2-1 60/3 UNF NEMA 3R SM SM SM SMSM 4 5 6 7 Panel P2-21,23,25 8 8 Panel P2-3 DFC 7 DFC 8 DFC 9 DFC 11 DFC 10 DCU 2 Panel P2-11 S Panel P2-20 Panel P2-20 2H 2B 2-10 2-12 2D 2F 2G 2-8 2-6 2-4 2-2 2C 2E 2-11 2-9 2-7 2-5 2-3 2-1 3-1 L15 Panel P2-2 L15 Panel P2-2 L15 Panel P2-2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-7 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-8 L2 Panel P2-8 L2 L2 Panel P2-7 Panel P2-8 L2 Panel P2-8 L2 L2L2 Panel P2-8 Panel P2-7 L2 Panel P2-8 L2 L15 Panel P2-2 L15 Panel P2-2 Panel P2-7 Panel P2-7 Panel P2-7 Panel P2-8 Panel P2-8 Panel P2-8 Panel P2-8 EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX E4E4E4 Panel P2-8 Panel P2-8 Panel P2-7 BUILDING 2 EM-RL EM-RL L15 Panel P2-2 1 1 1 11 1 1 1 2 3 3 3 3 3 33 3 3 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-5 L1 Panel P2-13 L12-4 Panel P2-5 L12-4 Panel P2-5 L12-4 Panel P2-5 L12-4 Panel P2-5 L12-4 Panel P2-5 L12-4 Panel P2-5 2 BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:29 PM 6/18/2020 12:56:29 PMCENTURY FARMSBUILDING 2 POWER & LIGHTINGE-1122929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE UNSWITCHED HOT CIRCUIT TO ALL EMERGENCY FIXTURES AND EXIT SIGNS. 2 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. 3 PROVIDE OCCUPANCY SENSORS FOR LIGHTING, FROM SENCED LOCATION TO NEAREST EXIT FROM BUILDING. 4 ALL EXTERIOR ELECTRICAL BOXES, JUNCTIONS, CONTROLLERS AND KEY PADS ARE TO BE NEMA 3R RATED. 5 PROVIDE 1" CONDUIT TO SERVER LOCATION. COORDINATE LOCATION WITH OWNER. 6 PROVIDE 1" CONDUIT FROM THE OFFICE TO EACH BUILDING, COORDINATE WITH THE SECURITY CAMERA CONTRACTOR. 7 COORDINATE SITE SECURITY CAMERA LOCATIONS AND CONDUIT RUNS WITH INSTALLER. 8 ENTRY AND EXIT DOORS FROM CONDITIONED STORAGE BUILDINGS REQUIRE MAGNETIC DOOR OPEN. CONDUIT FOR POWER TO BE RUN UNDERGROUND TO NEMA 3R RATED BOX FROM BUILDINGS ELECTRICAL PANEL, AND CONTROL CONDUIT RUN TO MAIN OFFICE IN BUILDING 1. COORDINATE WITH ARCHITECT / SECURITY PROVIDER. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"2 BUILDING 2 POWER 1/8" = 1'-0"3 BUILDING 2 LIGHTING 1" = 100'-0"1 Key Plan BUILDING 2 06/18/2020 TTTTTTTTTTTTTTTTTTTTTTTTTTT3P 3Q 3R3O3N3M3L3K3J3I3H3G3F3E 3-3 3-2 3-1 BUILDING 3 Panel P2-19 Panel P2-19 Panel P2-19 Panel P2-16 Panel P2-16 Panel P2-16 Panel P2-16 Panel P2-17 Panel P2-17 Panel P2-17 Panel P2-17Panel P2-6Panel P2-6 2A 3R 3S 3T 3U 3V 3W 3X 3Y 3Z 3AA 3BB 3CC 3DD 3-3 3-1 BUILDING 3 Panel P2-14 Panel P2-14 Panel P2-14 Panel P2-14 Panel P2-15 Panel P2-15 Panel P2-15 Panel P2-15 Panel P2-12 Panel P2-12 Panel P2-12 Panel P2-12 Panel P2-19 Panel P2-19 BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:30 PM 6/18/2020 12:56:30 PMCENTURY FARMSBUILDING 3 POWERE-113A2929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"1 BUILDING 3A POWER 1/8" = 1'-0"2 BUILDING 3B POWER 1" = 100'-0"3 Key Plan BUILDING 3 06/18/2020 PC BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 43P 3Q 3R3O3N3M3L3K3J3I3H3G3F3E 3-3 3-1 BUILDING 3 L15 Panel P2-4 L15 Panel P2-4 L15 Panel P2-4 L15 Panel P2-4 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13 Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 2A 3R 3S 3T 3U 3V 3W 3X 3Y 3Z 3AA 3BB 3CC 3DD 3-3 3-1 BUILDING 3 L15 Panel P2-4 L15 Panel P2-4 L15 Panel P2-4 1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13Panel P2-13 Panel P2-13 Panel P2-13 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:31 PM 6/18/2020 12:56:31 PMCENTURY FARMSBUILDING 3 LIGHTINGE-113B2929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1" = 100'-0"1 Key Plan BUILDING 3. 1/8" = 1'-0"2 BUILDING 3A LIGHTING 1/8" = 1'-0"3 BUILDING 3B LIGHTING 06/18/2020 TC PC BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 42-12 4B4A 4-13 4-14 4-15 4-16 4-17 4-18 4-19 4-203C3B 3A 3-3 3-2 3-1 BUILDING 4 1-1 4-1 4B4A 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 4-11 4-12 4-13 4-14 BUILDING 4 2 3 CONNECTS TO PANEL P1 NEMA 3R 30/1 WATER PROOF FLEX TO SIGNAGE Panel P1-2 2-12 4B4A 4-14 4-15 4-16 4-17 4-18 4-19 4-20 3A 3-3 3-2 3-1 L15 L15 Panel P1-13 BUILDING 4 L15 L15 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1 L1 L1 L1 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P2-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 1-1 4-1 4B4A 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 4-11 4-12 4-13 4-14 4-15 L15 Panel P1-13 L15 Panel P1-13 L15 Panel P1-13 L15 Panel P1-13 L15 Panel P1-13 BUILDING 4 1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 L1L1 Panel P1-13Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13Panel P1-13 Panel P1-13 Panel P1-13 Panel P1-13Panel P1-13 Panel P1-13Panel P1-13 Panel P1-13 Panel P1-13 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:33 PM 6/18/2020 12:56:33 PMCENTURY FARMSBUILDING 4 POWER & LIGHTINGE-1142929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. 2 PROVIDE 30 AMP 120V DISCONNECT FOR EXTERIOR LIGHTING. ALL EXTERIOR DISCONNECTS AND CONDUITS SHALL BE PAINTED TO MATCH BUILDING EXTERIOR. 3 REFER TO POWER PLANS AND LIGHTING PLANS FOR UNDERGROUND CONDUITS REQUIRED FROM BUILDING TO BUILDING. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1" = 100'-0"1 Key Plan BUILDING 4. 1/8" = 1'-0"2 BUILDING 4A POWER 1/8" = 1'-0"3 BUILDING 4B POWER 1/8" = 1'-0"4 BUILDING 4A LIGHTING 1/8" = 1'-0"5 BUILDING 4B LIGHTING 06/18/2020 PC PC PC PC 1-3 1-1 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5-2 5-1 BUILDING 5 1-3 1-1 1A 5R 5S 5T 5U 5V 5W 5X 5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II 1-2 5-2 5-1 BUILDING 5 1-3 1-1 5A 5B 5C 5D 5E 5F 5G 5H 5I 5J 5K 5L 5M 5N 5O 5P 5Q 5R 5-2 5-1 BUILDING 5 L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1 Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L12-4 Panel P1-20 L12-4 Panel P1-20 L12-4 Panel P1-20L12-4 L12-4L12-4 1 1 22 1-3 1-1 1A 5R 5S 5T 5U 5V 5W 5X 5Y 5Z 5AA 5BB 5CC 5DD 5EE 5FF 5GG 5HH 5II 1-2 5-2 5-1 L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1 Panel P1-20Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20Panel P1-20Panel P1-20Panel P1-20 Panel P1-20 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L15 Panel P1-20 L12-4 Panel P1-20 L12-4 Panel P1-20L12-4Panel P1-20L12-4 Panel P1-20 L12-4 Panel P1-20L12-4 Panel P1-20 1 1 22 BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:35 PM 6/18/2020 12:56:35 PMCENTURY FARMSBUILDING 5 POWER & LIGHTINGE-1152929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. 2 THESE ARE UNDER SOFFIT LIGHTING OR CONTAINED EXTERIOR ACCENT LIGHTING.ALL CONNECTIONS AND JUNCTIONS ARE TO BE NEMA 3R RATED, CONCEILED FROM VIEW AND PHOTO CELL CONTROLLED. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"2 BUILDING 5A POWER 1/8" = 1'-0"3 BUILDING 5B POWER 1/8" = 1'-0"4 BUILDING 5A LIGHTING 1/8" = 1'-0"5 BUILDING 5B LIGHTING 1" = 100'-0"1 Key Plan BUILDING 5. 06/18/2020 PC 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 6-1 6-2 6-3 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3 BUILDING 6 2 3 CONNECTS TO PANEL P1 NEMA 3R 30/2 6A 6B 6C 6D 6E 6F 6G 6H 6I 6J 6K 6L 6M 6N 6O 6P 6Q 6R 6S 6-1 6-2 6-3 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 6T 6U 6V 6W 6X 6Y 6Z 6AA 6BB 6CC 6DD 6EE 6FF 6GG 6HH 6II 6-1 6-2 6-3L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 L15 Panel P1-23 BUILDING 6 1 L15 Panel P1-23 BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 4Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:37 PM 6/18/2020 12:56:37 PMCENTURY FARMSBUILDING 6 POWER & LIGHTINGE-1162929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. 2 PROVIDE 30 AMP 120V DISCONNECT FOR EXTERIOR LIGHTING. ALL EXTERIOR DISCONNECTS AND CONDUITS SHALL BE PAINTED TO MATCH BUILDING EXTERIOR. 3 REFER TO POWER PLANS AND LIGHTING PLANS FOR UNDERGROUND CONDUITS REQUIRED FROM BUILDING TO BUILDING. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"2 BUILDING 6A POWER 1/8" = 1'-0"3 BUILDING 6B POWER 1/8" = 1'-0"4 BUILDING 6A LIGHTING 1/8" = 1'-0"5 BUILDING 6B LIGHTING 1" = 100'-0"1 Key Plan BUILDING 6. 06/18/2020 PC BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 47A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7R 7-1 7-2 7-3 BUILDING 7 7-1 7-2 7-3 7-S 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II BUILDING 7 1 2 CONNECTS TO PANEL P1 NEMA 3R 30/1 7A 7B 7C 7D 7E 7F 7G 7H 7I 7J 7K 7L 7M 7N 7O 7P 7Q 7-1 7-2 7-3 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 14' - 7 1/8"7R 7-1 7-2 7-3 7-S 7-T 7-U 7-V 7-W 7-X 7-Y 7-Z 7-AA 7-BB 7-CC 7-DD 7-EE 7-FF 7-GG 7-HH 7-II BUILDING 7 L15 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 L15 Panel P1-18 3 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:39 PM 6/18/2020 12:56:39 PMCENTURY FARMSBUILDING 7 POWER & LIGHTINGE-1172929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE 30 AMP 120V DISCONNECT FOR EXTERIOR LIGHTING. ALL EXTERIOR DISCONNECTS AND CONDUITS SHALL BE PAINTED TO MATCH BUILDING EXTERIOR. 2 REFER TO POWER PLANS AND LIGHTING PLANS FOR UNDERGROUND CONDUITS REQUIRED FROM BUILDING TO BUILDING. 3 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1" = 100'-0"1 Key Plan BUILDING 7. 1/8" = 1'-0"2 BUILDING 7A POWER 1/8" = 1'-0"3 BUILDING 7B POWER 1/8" = 1'-0"4 BUILDING 7A LIGHTING 1/8" = 1'-0"5 BUILDING 7B LIGHTING 06/18/2020 BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 48A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 8S 8-1 8-2 8-3 BUILDING 8 8S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 8-1 8-2 8-3 1 2CONNECTS TO PANEL P2 NEMA 3R 30/2 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:40 PM 6/18/2020 12:56:40 PMCENTURY FARMSBUILDING 8 POWERE-118A2929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date Keynotes Key Value Keynote Text 1 PROVIDE 30 AMP 120V DISCONNECT FOR EXTERIOR LIGHTING. ALL EXTERIOR DISCONNECTS AND CONDUITS SHALL BE PAINTED TO MATCH BUILDING EXTERIOR. 2 REFER TO POWER PLANS AND LIGHTING PLANS FOR UNDERGROUND CONDUITS REQUIRED FROM BUILDING TO BUILDING. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1" = 100'-0"1 Key Plan BUILDING 8. 1/8" = 1'-0"2 BUILDING 8A POWER 1/8" = 1'-0"3 BUILDING 8B POWER 06/18/2020 PC BUILDING 1 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 3BUILDING 48A 8B 8C 8D 8E 8F 8G 8H 8I 8J 8K 8L 8M 8N 8O 8P 8Q 8R 8-1 8-2 8-3 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 BUILDING 8 L15 Panel P2-10 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9 Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10 8R 8S 8T 8U 8V 8W 8X 8Y 8Z 8AA 8BB 8CC 8DD 8EE 8FF 8GG 8HH 8II 8-1 8-2 8-3 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-10 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 L15 Panel P2-9 BUILDING 8 L15 Panel P2-10 1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 Panel P2-9 Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9Panel P2-9 Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10Panel P2-10 L15 Panel P2-9 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:42 PM 6/18/2020 12:56:42 PMCENTURY FARMSBUILDING 8 LIGHTINGE-118B2929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1" = 100'-0"1 Key Plan BUILDING 8 Keynotes Key Value Keynote Text 1 PROVIDE PHOTOCELL CONTROL FOR ALL EXTERIOR WALL PACKS. A. COORDINATE WITH SECURITY SYSTEM INSTALLER FOR CONDUIT TO CAMERA AND SENSOR LOCATIONS. GENERAL NOTES: 1/8" = 1'-0"2 BUILDING 8A LIGHTING 1/8" = 1'-0"3 BUILDING 8B LIGHTING 06/18/2020 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 8 BUILDING 7 BUILDING 6 BUILDING 5 1 1 1 PROVIDE 1 1/2" CONDUIT FROM BUILDING 1 TO BUILDING 6 FOR EXTERIOR LIGHTING, 30/2 NEMA 3R DISCONNECT. PROVIDE 1 1/2" CONDUIT FROM BUILDING 1 TO BUILDING 4 FOR EXTERIOR LIGHTING, 30/2 NEMA 3R DISCONNECT. PROVIDE 1 1/2" CONDUIT FROM BUILDING 2 TO BUILDING 8 FOR EXTERIOR LIGHTING, 30/2 NEMA 3R DISCONNECT. CONTRACTOR TO PROVIDE (2) 2" DIA. PVC DATA CONDUITS AND (1) 1" DIA. PVC CONDUIT FOR FIRE CABLING RUN TO EACH BUILDING. TERMINATE TO A 12" X 12" J-BOX MOUNTED 24" AFF. PROVIDE (2) 1-1/2" DIA. CONDUITS (FOR ELECTRICAL, INTERNET, LOW VOLTAGE , ECT.) TO EACH PODIUM. CONTRACTOR TO PROVIDE (2) 2" DIA. PVC DATA CONDUITS AND (1) 1" DIA. PVC CONDUIT FOR FIRE CABLING RUN TO EACH BUILDING. TERMINATE TO A 12" X 12" J-BOX MOUNTED 24" AFF. PROVIDE UNDERGROUND 2" CONDUIT FROM INTERNET / PHONE PROVIDED TO THIS LOCATION. PROVIDE 1 1/2" CONDUIT FROM BUILDING 1 TO BUILDING 7 FOR EXTERIOR LIGHTING, 30/1 NEMA 3R DISCONNECT. 2 1 2 2 2 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:43 PM 6/18/2020 12:56:43 PMCENTURY FARMSELECTRICAL SITE PLANES1012929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 1" = 20'-0"1 SITE CONDUIT PLAN Keynotes Key Value Keynote Text 1 PROVIDE 1" CONDUIT FROM THE OFFICE TO EACH BUILDING, COORDINATE WITH THE SECURITY CAMERA CONTRACTOR. 2 ALL EXTERIOR CONDUITS AND ELECTRICAL BOXES ARE TO BE PAINTED TO MATCH BUILDING. 06/18/2020 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description 94 FWPT055 SINGLE N.A.1.000 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 6.95 25.4 0.8 8.69 31.75 CalcPts_2 Illuminance Fc 6.89 28.9 0.5 13.78 57.80 CalcPts_3 Illuminance Fc 9.77 21.0 3.2 3.05 6.56 FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 FWPT055 0.8 0.9 16.3 2.4 2.9 2.5 2.0 1.1 7.9 6.2 10.7 6.5 4.6 7.5 24.4 5.1 2.3 5.5 25.4 6.2 1.7 1.2 2.3 11.5 16.7 3.1 1.3 1.4 3.9 20.8 8.7 2.1 1.2 1.8 7.9 22.9 4.3 1.4 1.3 3.1 16.2 11.9 2.4 1.3 1.6 5.3 24.8 6.3 1.7 1.0 2.0 24.6 9.9 5.6 7.9 4.0 2.5 3.8 7.7 4.2 2.0 1.5 2.3 5.7 6.8 2.6 1.6 1.9 3.2 7.1 4.9 2.3 1.6 1.9 4.7 7.6 3.4 1.6 1.6 2.9 6.7 5.6 2.3 1.8 1.9 3.6 7.5 4.2 1.9 1.3 1.6 1.9 6.7 5.2 3.3 3.7 4.6 3.4 2.6 3.5 4.6 3.1 1.8 2.6 4.7 3.9 2.2 2.3 3.9 3.4 2.8 3.1 4.1 2.9 1.9 3.0 5.0 3.5 1.9 2.3 4.2 3.9 2.7 2.6 4.0 3.1 2.4 3.4 4.6 3.1 2.1 3.2 7.4 3.2 3.2 2.7 4.6 15.5 7.4 2.7 4.4 15.7 7.0 2.3 4.2 16.1 7.1 2.4 4.0 15.8 7.2 2.6 4.4 15.8 6.6 2.3 4.2 16.2 7.1 2.3 4.0 15.8 7.2 2.5 4.1 16.2 7.0 2.5 4.4 16.5 6.9 2.9 4.7 16.8 12.9 7.7 3.7 4.5 15.5 8.8 6.6 10.5 3.6 4.2 8.4 20.5 4.6 4.2 3.8 3.9 23.6 9.4 3.3 4.7 20.3 9.2 3.2 4.8 21.1 9.3 3.3 4.9 21.4 9.1 3.3 4.9 21.3 9.1 3.3 4.8 21.2 9.3 3.3 4.9 21.4 9.1 3.3 4.9 21.4 9.1 3.2 4.8 21.3 9.2 3.2 4.9 22.0 7.3 5.0 2.5 3.1 6.4 5.6 5.1 4.9 7.0 5.8 5.2 5.0 7.1 5.7 5.1 5.0 7.1 5.7 5.2 4.9 7.1 5.8 5.1 5.0 7.1 5.7 5.2 5.0 7.1 5.7 5.1 4.9 7.1 5.8 5.3 5.0 6.7 2.5 2.5 1.8 1.7 2.5 5.0 16.8 7.7 3.6 5.3 16.7 7.7 3.6 5.2 16.6 7.7 3.6 5.3 17.1 7.6 3.6 5.2 16.6 7.7 3.6 5.2 17.2 7.9 3.6 5.2 16.6 7.7 3.6 5.2 17.7 7.8 2.9 8.3 5.3 2.1 1.3 1.2 21.6 8.6 2.4 1.2 3.6 3.1 1.7 1.3 1.2 2.8 2.7 1.9 1.9 2.7 4.8 14.3 7.5 3.8 5.0 14.2 7.6 3.9 5.0 14.2 7.7 3.9 5.0 14.2 7.6 3.8 5.1 14.6 7.4 3.8 5.0 14.6 7.8 3.9 5.0 13.8 7.5 3.9 5.0 14.1 7.7 3.4 13.9 7.8 3.1 3.6 7.9 6.0 4.7 5.1 8.6 6.0 4.7 5.0 8.7 6.1 4.7 5.1 8.7 6.0 4.7 5.0 8.5 6.0 4.7 5.1 8.7 6.0 4.7 5.1 8.7 6.0 4.6 5.0 8.5 6.0 4.7 5.1 8.3 13.8 8.0 4.3 6.1 20.9 9.0 3.1 4.9 23.4 8.6 3.1 4.8 22.8 8.9 3.1 4.9 23.3 8.7 3.1 4.9 22.8 8.7 3.1 4.9 23.8 8.6 3.1 4.9 23.3 8.7 3.1 4.9 22.8 8.7 3.1 4.9 23.4 3.6 4.2 8.0 16.9 6.3 5.5 7.2 12.6 25.1 10.0 4.2 5.8 20.3 9.1 3.2 4.8 21.3 9.1 3.2 4.8 21.3 9.1 3.2 4.8 21.5 8.9 3.2 4.8 21.7 9.0 3.2 4.9 21.9 8.8 3.1 4.8 21.4 9.1 3.2 4.9 21.8 8.7 3.1 4.8 21.6 5.5 4.4 2.8 3.5 6.4 5.4 4.8 4.8 6.9 5.5 4.9 4.8 6.9 5.5 4.8 4.8 6.9 5.5 4.8 4.8 7.0 5.6 5.0 4.9 7.0 5.4 4.8 4.8 7.0 5.6 4.9 4.9 7.0 5.5 4.8 4.8 6.7 2.9 2.9 2.4 2.9 3.6 4.8 15.5 7.6 3.5 5.0 15.5 7.6 3.5 5.0 15.4 7.7 3.6 5.0 15.5 7.6 3.6 5.1 16.1 7.7 3.6 5.0 15.3 7.6 3.6 5.1 15.5 7.6 3.6 5.1 15.5 7.6 3.1 11.8 6.9 3.4 6.0 10.1 16.2 7.9 3.5 8.5 19.9 0.8 0.6 0.5 0.5 4.3 4.1 8.6 14.7 15.1 6.8 8.7 15.7 13.0 5.8 5.3 3.0 3.6 2.7 3.9 12.1 8.1 15.2 3.4 1.8 2.2 3.6 5.3 11.3 5.5 4.6 12.9 5.2 1.2 4.6 2.3 1.6 1.6 1.9 2.5 3.3 2.6 2.5 3.2 2.1 1.9 2.6 2.1 1.7 1.7 2.0 2.4 2.5 2.3 1.9 1.2 9.3 4.8 3.0 2.9 3.1 5.0 4.7 5.7 3.0 1.2 21.1 7.1 6.8 11.0 6.4 19.5 9.8 22.1 5.9 1.3 1.8 4.5 4.3 8.8 19.5 3.1 2.8 3.0 4.6 5.3 9.8 4.0 3.8 8.7 16.2 16.6 6.8 5.5 10.7 18.1 22.6 8.6 12.4 28.9 6.9 10.3 6.5 8.4 11.3 15.7 5.0 4.3 10.9 27.2 4.8 3.0 3.4 7.1 10.1 2.3 2.1 3.1 10.0 26.6 4.5 5.7 3.23.23.23.23.23.23.2 20.94.69.621.04.69.620.84.59.820.94.59.720.84.59.820.74.59.720.94.59.720.94.3 L15L15L15L15L15L15L15L15 L15L15L15L15L15 L15 L15 L15 L15 L15 L15L15L15L15L15L15L15L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L15 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 Panel P2-9 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2L2 L2 L2 L15 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 Panel L2 L2 L2 L2 L2 L2 L2 L2L2L2 L2 L2 P1-14 L2L2L2 L12-4 L15 L15 EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX EM-EX E4 EM-EX EM-EXEM-EXEM-EX EM-EXEM-EX E4E4E4 Panel P2-9 PanelE4E4 E4 EM-EX E4 E4 EM-RL L15L15L15L15L15L15 EM-RL EM-RL EM-RL EM-RL L15 L15 L15 L15 L15 L15 Panel P2-3 L15 L12-4 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OS OS OS OS OS OS OS PC OSOSBUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 8 BUILDING 7 BUILDING 6 BUILDING 5 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:43 PM 6/18/2020 12:56:43 PMCENTURY FARMSSITE PHOTOMETRICSES1022929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 06/18/2020 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcockdesign.com sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2018 BABCOCK DESIGN original drawing is 30" x 42"for:x CITY APPROVAL STAMP: sheet information sheet number: project number: project status: current as of: stamp: 6/18/2020 12:56:44 PM 6/18/2020 12:56:44 PMCENTURY FARMSENERGY COMPLIANCE COMCHECKES1032929 W. NAVIGATOR DR,STE 400MERIDIAN, ID 83642PERMIT/BID SET 06-18-2020 19541 ECI04V02 BRIGHTON STORAGE LLCnum. description date 06/18/2020 06/18/2020 Luke M. Edwards, PE Luke M. Edwards, PE 06/18/2020