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HomeMy WebLinkAboutABC combined set V1Ml Studio L 4'x 5'(3) SIDED TRASH ENCL05UPE FOR ROLL CART5 CONC. SLAB FLOOR W. I DAH O AVE S 89°4743" W 65.67' 1 #101 211 A Bldg #3 #102 C 558 #104 co C o Co Bldg # I #101 C 12 ft. ID Dempster H_h or recycling) 12' gate opening 8 a Garen open 120 ?' degrees. —1, a e Koh to hold open ;—I Tvoieal City of ]Sof.� Tra:hEndosnee #1 S d D (Drawing not to scale,for reference only) For all requirements review: ht�pcu bbiLeitvofboise orgfrrash/Commercial/Commgrcial Trash y. Home/Comre mereialEncloc Requimmentsodf #103 J❑ W. BROADWAY AVE REFERENCE CIVIL SHEETS FOR SITE PLAN AND S 1 D EWALK LOCATIONS S 89'47'13" W 98.98' #104 #103 A A Bldg #2 #101 #102 L f A 3' WIDE MAN DOOR 12' x 12' MIN. INTERIOR TP.ASH ENCLOSURE W/ 12' WIDE GATE OPENING, MIN. 4" REINF. CONCRETE FLOOR FOR DUMP5TER SITE PLAN I 11= 201-011 NORTH SKEET INDEX A 1 .0: GENERAL 51TE PLAN AND CODE5 A2.0: OVERALL FLOOR PLAN5 A2. 1: INDIVIDUAL FLOOR PLANS A4.0: BUILDING ELEVATIONS A4. 1: BUILDING SECTIONS A4.2: BUILDING SECTIONS A4.3: BUILDING SECTIONS A4.4: WALL DETAIL5 52.0: FOUNDATION PLAN AND DETAIL5 52. 1: FLOOR AND ROOF FRAMING PLANS 52.2: SHEAR PLANS Architecture I 21 11 lieiyhks Dr. Boise, Idaho 83702 Cellular phone: (208) 890-0218 E-Mad: rmslabne@yahoo.com ©Copyright 2019 These Documents, a5 instruments of service, whether the Project for which they are made 15 executed or not, 5HALL NOT BE U5ED BY ANY PER50N OR ENTITY WITHOUT THE WRITTEN CONSENT OF 5tudlo L Architecture. These Documents are and shall remain the property of the Architect. CODES n T 2015 IBC, 2012 IFC, 2015 [EEC, 2012 IMC, 2012 IFGC, 2009 ICC/ANSI A 1 1 7. 1 , 2010 AMERICANS W/DISABILITY ACT, 2017 NEC, 2017 IDAHO STATE PLUMBING CODE O OCCUPANCY CLASSIFICATION: R-2 U 75 CONSTRUCTION TYPE: V-B C M N CIO FULLY 5PRINKLERED, PER CODE 7 — — • is N OVERALL BUILDING HEIGHT 27-0 O O GENERAL "ACCESSIBILTY" RULES '� m G) UO3 APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC I 107.6.2: Q co CO O O ACCE551BILTY ANALYSIS IS DONE PER PARCEL, NOT UNIT TYPE. -UNITS WILL EITHER BE TYPE "A" "B" OR NEITHER 7 TYPE ''All I o - IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR PARCEL 15 > 20 THEN 2% (NOT LE55 THAN ONE UNIT) HAS TO BE TYPE "A" N �co _21� -TYPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER [CC A N (� 1 17. 1. IF THE UNIT 15 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL ELEVATOR 15 REQUIRED. U (� - IF LESS THAN 20 UNITS ON PARCEL, THEN NO TYPE "A" REQUIRED / C Cz TYPE PE 11R11 LJ O -ALL "TYPE B" UNITS NEED TO COMPLY WITH FAIR HOUSING ACT - 2015 IBC 1 107.7.2 IS AN EXCEPTION STATING THAT IF THE UNIT 15 2 CD Q N STORIES AND IS NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT O N' HAVE TO COMPLY WITH "B" TYPE REQUIREMENTS. U -IF THE 2 STORY UNIT 15 A MEZZANINE UNIT, MEANING THE UPSTAIRS 15 <3 O OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF TYPE "B" UNITS. THERE IS AL50 AN ADDITIONAL REQUIREMENT STATING THAT ANY SPACE (EX: BEDROOM) THAT 15 PROVIDED IN THE MEZZANINE MUST AL50 BE PROVIDED ON THE MAIN LEVEL. LICENSED ARCHITECT PROJECT SPECIFIC REQUIREMENTS AR28®2 BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS 50 NO "TYPE "A" REQUIRED. SINCE ALL UNITS ARE 2 STORY. NO TYPE "B" 15 REQUIRED. Addenda / Revisions ■ Project No.: 1934c ■ Date: 10.2. 1 9 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWING5 TO BE REVIEWED AND VERIFIED BY CONTRACTOR5 PRIOR TO CON5TRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CON5TRUCTION, OR FABRICATION. GENERAL SITE P LAN/ CODE m[e] c C a Q �a I I a. m I Q C � 2 � A4.2 1 I J OI 0 0 m o J J -- � 01 A I I J ' BUILDING 15 5PP.INKLERED I I I I L_J ' I I I H UKWALL WP 370 0 r_� I L-J I A-A4.2 I ' I I RJ V J o L` C I I L—J m I A-A4.3 o �m 2 A4.2 0 r_ � I 1 I I I 21 _0 14' 0" 8'-01, 43'1 OVERALL UPPER FLOOR I /811= I I_OI NALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3380 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD -BEARING) WP 3380 DETAIL I HOUR FIRE WALL DETAIL NOTE: ADD (2) 3 Z' FIBER BATT INSULATION A5 NEEDED TO ACHIEVE MIN. 5TC OF 50 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: 50 5TC W/ IN5. OVERALL LOWER FLOOR 1 /8"= 1 '-O" WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3370 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD -BEARING) WP 3370 DETAIL I HOUR FIRE WALL DETAIL NOTE: ADD (2) 3 Z' FIBER BATT INSULATION A5 NEEDED TO ACHIEVE MIN. 5TC OF 50 GENERAL NOTES I . ALL EXTERIOR WALLS TO BE 2xG WOOD 5TUD5 @ I G" O.C. EXCEPT COMMON WALL 2. ALL INTERIOR WALL5 TO BE 2x4 WOOD STUDS @ I G" O.C., UN.O. 3. 5/8" TYPE'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND CEILINGS, U.N.O. 4. INSULATION: R-38 ROOF INSULATION R-21 WALL INSULATION 2' OF R- 10 INSULATION @ PERIMETER OF SLAB 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL _ BUILDING CODE5 AND REGULATIONS. (IBC 201 5) G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. FIRE RISER NOTES: 7 TYPE'X' GYP. BOARD @ USABLE SPACE UNDER5TAIR5 FIRE 5PRINKIPP/MECHANICAL ROOMS (rYP OF 4): 8. WINDOW AND DOOR SIZES: EXAMPLE, 3OG8= 3'1 WIDE X G'-8" TALL ALL WINDOW HEADERS @: EXTERIOR WALL5 TO BE 2x6 WOOD 5TUD5 @ I G" O.C. UPPER FLOOR @ 7-0" W/K-19 BATT I1,15ULATION, e" MAIN FLOOR @ G'-8" FIRECODE CORE GYPSUM 5HEATHINGON EXTERIOR AND 9. MU5T MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND TYPE 'X' GYPSUM WALLBOARD ON COOLING LOAD5 CALC5. (MANUAL J/D) PROVIDE ADJUSTABLE THE INTERIOR. (2) LAYERS of e" BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE TYPE x GYP. BE @ CEILING. FIRE PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLA5T TE5T. CAULK ALL PENETRATIONS 10. CARBON MONOXIDE DETECTOR AT HALLWAY PROVIDE 51GNAGE ON A V151BLF OUTSIDE BEDROOMS AREA OF WALL CL05E TO THE FIRE5PRINKLFRROOM 5TATING I I. CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOU51N( 'KEEP AREA AROUND FIRE ACT A5 APPLICABLE. SPRINKLER EQUIPMENT FREE OF 055TRUCTION• LETTER5TO BE 1• 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A- I OBC @ MIN., METAL (rm OF 2) EXTERIOR OF BUILDING WHERE SHOWN 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY THE BUILDER. 50 5TC W/ IN5. 1 HOUR 45 to 49 STC FIRE SOUND Thickness: 9 1 /2" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; SQUARE EOOTAGES UNIT A: MAIN LEVEL G31 S.F. UPPER LEVEL 350 5.F. TOTAL SQUARE FOOTAGE 981 5.F. UNIT B: MAIN LEVEL 49G S.F. UPPER LEVEL 405 5.F. TOTAL SQUARE FOOTAGE 904 S.F. UNIT C: MAIN LEVEL G31 S.F. UPPER LEVEL 350 S.F. TOTAL SQUARE FOOTAGE 981 S.F. TOTAL BUILDING: (1) "A" UNITS 981 5.F. (1) "B" UNITS 904 5.F. (2) "C" UNITS 1 962 5.F. TOTAL SQUARE FOOTAGE 3847 5.F. Lill Studio L Architecture I 21 15 Heighks Dr. Boise, Idaho 83702 Ce11Mar phone: (208) 890-0218 E-Mail: rmslabne@yehoo.com (DCopyright 2019 These Documents, a5 1n5trument5 of 5ervlce, whether the Project for which they are made 15 executed or not, 5HALL NOT BE U5ED BY ANY PER50N OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. 4 O S 73 CD CD Q • 73 — — N 0 C) X O O 73 i21) 4N ) CV LLn v CL/ L O [L7 U L � O� U � oQ s U Addenda / Revisions ■ Pr ject No.: 1934c ■ Date: 10.2. 1 9 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWING5 TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PPOP05ED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. OVERALL FLOOR PLANS A2.0 30-0" 13'- 4 1 HOUR WALL: WP3380 MECHANICAL I REF. 3' x 4' PANTRY — — — — — O CONC. N SINGLE LAYER 1/2" FIRE - STOOP TREATED PLY @ MECH UNIT /SHARED=A .FRESFI SOFFIT @ 20" WIDE X 11 2x6 AIR 7/8" TALL, SEE 1-A4.1 N - CONCRETE PATIO -tj O ^ PROVIDE 2x6 @ INTERIOR HEADER mlv FOR FUTURE BLIND INSTALLATION N I i a 0 0 0 U U U J 05 03 03 2 P-0" 9'_21 15-73" 5-_41, 4 , 4 J 4 3'-G" 2 P-0" BATH #1 J _ 8' CLG shwR/ N TUB a TYPEW GYP. o INSERT BD. T. 0 m z � BEHINDIND TUB N z z U Q TO FLR 0 o DWn,3'- T�ID WALL 4�`TALL RAISED BAR DESK 32" HIGH 5'_911_ 13,, 2 11 4 22" M0 GROMMET COUNTE LIVING I 8' CLG B z I LL �o Y 04x8 BLOCK FOR o ¢ I o a z NEWEL POST s O ENTRY uP 1s 8' CLG 26 0 SH 26 SH 26 SH r " VINYL m 2'_o- o-3 z'_33" 4'-1 " 2'-9" 2'-9" 2 4 4 1 P-72" 7-42 7-0" 4'-0" 30'-0" I PLAN B- MAIN FLOOR 1 /4"= I '-O" 4G3 SFT 0 0 OJ O � qry ry PLAN B- UPPER FLOOR 1/4"= 1'-0" 409 SFT 0 0 1 HOUR WALL: WP 3370 CL OF COMMON TUBISHWR e TYPE x WALL P2' GYP. BD. x 30-1 ATTIC CONT. BEHIND TUB TO FLR, �p IACCESSI 2668 SEE DETAILS ZP Li ATH #2 A3.0 9 CLG N� BEDROOM VINYL N 8' CLG — CARPET „ O I 2x6 3D =1v SD � 2668 DN 15R m L R&S 2x4H F WH WALL 42" 20 MINUTE oa OM DOD 0 MECH -1N 3TT x0" R CLOSET w m 8' CLG m FUN _ _- 5/8" GYP. BD. DUCT CHAS EL 24' " @MECH WIDE AIL 2-A4.1 O F m N N U 0 ?� 14'-2" 0 3 z � FRE5H w AIR o N� OPEN TO BELOW 3'-3" L DMMON 21 0' 2 PLAN A/C- UPPER FLOOR 1 /4"= 1'-0'' 432 SFT 2 I'-0" 1 2'-21 8'-93 1 HOUR WALL: WP 3370 OF COMMON C M U I`r m EO BATH #1 SHWw q VINYL TUB TYPE -X GYP. BD. INSERT CONT. BEHIND TUB TO FLR, SEE O DETAILS A3.0 ss" sQ. DEN ° coNa PAp. 8' CLG 2x6 CARPET SD 2668 - 2668 'RACKED"� _ I S E 3-4" A4.4 x 4MB BIPASS 2468 CLOSET N R&S O N O N 8' CLG 11 7/8' TALL SOFFIT, VAULTED I 4'-102" 9'-441 SEE DETAIL 1-A4.1 3_03 g KITCHEN m 'N 8' CLG 32HIES GH V _ o ^ PROVIDE 2x6 @ _ - INTERIOR HEADER GROM ET CONCRETE PATIO T FOR FUTURE BLIND DW O FT INSTALLATION m I _ — — — — — — — — —2x6 WALLA42"" TALL ? a LINE OF FLOOR ABOVE RAISED BAR 3: 0 VINYL T-7-1 1/4" J a LL o mQ o CARPET i O � m LIVING ROOM 4x8 BLOCK FOE— VAULTED NEWEL POST ENTRY =Iv VAINYD _ _ m L COVERED CONC N PORCH 2650 S.H. 2650 S.H. 2650 S.H. 3_9, 2'-9" 2'-9" 3'-9" 4' 72' 2'_22' 13'-0" 2" G'-1011 lie PLAN C- LOWER FLOOR 1 /4"= 1 '-0" 409 SFT m BATH #1 SHWw 9 6CLG TUB O e TYPE'X' GYP. BD. VINYL INSERT CONT. BEHIND U TUB TO FLR, SEE r�I V 36" Sa. o ° DETAILS A3.0 DEN CONC PAD 8' CLGX. 2x6 CARPET SD 2x5 2668 _ 2868 ACKE3 _ 8 7SPRINKLER E Yb.4 3' 4"� 4068 BIPASS 2468 � FIRE _ CLOSET N EXTINGUISHER --� N 1 INkK/// R & S / 8' CLG -- 117/8"TALL SOFFIT, VAULTED 4'- I o-" I „ SEE DETAIL 1-A4.1 2 9,_44 3 3.04 9 m KITBCHEN M ESK 0 CLG 3THIGH - ¢ ^ PROVIDE 2x6 @ INTERIOR HEADER GROM ET CON RETE PATIO FOR FUTURE BLIND o o DW o c INSTALLATION m m _ _ _ _ _ _ _ _ _ _ _2x6 WALLP_42" TALL V LINE OF FLOOR ABOVE RAISED BAR J 2' K w 4 VINYL 7-0314" T-I I/4" a aw x> �' ma 0 CARPET o Z -o 1° 1 o PLASTIC GROMMETS - `r' LIVING ROOM 4x8 BLOCK FOh VAULTED NEWEL POST ENTRY —Iv A VA D — INYL m m COVERED CONC. N PORCH 1 1 2650 S.H. 2650 S.H. 2650 S.H. 2'-9" 2'-9" � 3'_9, 4.72" 2.22' TRAP ON 3 PLAN A- MAIN FLOOR /411= I '-0" G 10 SIFT STRUCTURAL STAMP IS ONLY FOR HANDRAIL DETAIL WALL BRACKET CONNE PER MANUFACTURER, 200 # MIN. CAPACITY Q WOOD HANDRAI o WALL BRACKET 0 @ 4' O.C. MAX. EDGE OF WALL V m (2) 2x4 BLOCKING @ E LOCATIONS W/ HUC 21 -IANDRAIL DETAIL NTS 2" RAIL 13ALU51 @4"0 <4"CL 2" RAIL <4" DIP OPENIN 5TAIR5 GUARD RAIL DETAI L NTS GENERAL NOTES ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 8, WINDOW AND DOOR SIZES: EXAMPLE, 3OG8= 3'-0" WIDE X G'-8" TALL EXCEPT COMMON WALL ALL WINDOW HEADERS @: 2. ALL INTERIOR WALL-5 TO BE 2x4 WOOD STUDS @ I G" UPPER FLOOR @ 7-0" O.C., UN.O. MAIN FLOOR @ 0-8" 3. 5/5" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND 9' MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND CEILINGS, U.N.O. COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 4. INSULATION: PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLA5T TE5T. R-38 ROOF INSULATION 10. CARBON MONOXIDE DETECTOR AT HALLWAY R-2 1 WALL INSULATION OUTSIDE BEDROOMS 2' OF R-10 INSULATION @ PERIMETER OF SLAB 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL I I. CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING BUILDING CODES AND REGULATIONS. (IBC 201 5) ACT A5 APPLICABLE. 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-1 OBC @ G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. EXTERIOR OF BUILDING WHERE SHOWN 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY THE BUILDER. LillStudio L Architecture I 21 5 n g Dr. Besse, Idah.ho 83702 Ce11Mar phone: (208) 890-0218 E-Mad: rmslabne@yahoo.cwn ©Copyright 2019 These Documents, a5 instruments of Service, whether the Project for which they are made 15 executed or not, 5HALL NOT 13E U5ED 13Y ANY PER50N OR ENTITY WITHOUT THE WRITTEN CONSENT OF 5tudlo L Architecture. These Documents are and shall remain the property of the Architect. O 00 �.� 00 c� CID N 00 � Ln vJ 0 L O CD U L � O� S U U oQ 5Addenda / Revisions G. 7. 8 ProI—t Data ■ Project No.: 1934c ■ Date: 10.2.19 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWING5 TO BE REVIEWED AND VERIFIED BY CONTRACTOR5 PRIOR TO CON5TKUCTION, NOTIFY STUDIO L ARCNITECTURP OF ANY ERRORS, OMISSIONS, AND/OR PPOP05ED CHANGES IN THE PLAN PRIOR TO CON5TRUCTION, OK FABRICATION. FLOOR PLANS A2. Lill Studio L DWRIDIA )- APPROVED -._ (X107,22 "C" U N ITS SIDE ELEVATION 11411 = 1 1-011 ELEVATION NOTES: A. VERIFY ALL INFORMATION PRIOR TO CON5TRUCTION B. CONFIRM ACCURACY OF ALL DIMENSIONS PRIOR TO CON5TP.UCTION C. FLA5H AND COUNTERFLA511 ALL WALL TO ROOF CONNECTIONS A5 NECESSARY D. COLORS TO BE DETERMINED BY BUILDER ELEVATION KEYNOTES 1. ARCHITECTURAL ASPHALT 5HINGLE5 O/ 1 5# FELT PAPER 2. ROOF VENT5 (I G TOTAL) 3. BOARD AND BATT (OR SHAKE SIDING) T.B.D. BY BUILDER, PAINTED, WOOD GRAIN 4. RECTANGULAR ATTIC VENTS, PAINTED 5. G"LP SMART TRIM PAINTED FASCIA W/ ALUMINUM GUTTER G. 3/4" PAINTED SOFFIT BOARD 7. HORIZONTAL LAP SIDING, WOOD GRAIN FIN15H, PAINTED 8. 4" TRIM (WOOD GRAIN) @ CORNER5/WINDOW5/DOOR5 9. 10" PAINTED TRIM, CENTERED ON WINDOW 10. CONCRETE STOOP/PATIO 1 1. 1 2" PAINTED TRIM 12. HAND 5TACKED 5HED ROOF "NC" ENTRY UNIT ELEVATION 1 /411 = 1 '-011 1 12^ LIL ADD ENERGY HEELS A5 NEEDED 12 LLLLU5 6 TYP LILI PLATE � � � � � � � MH I � � 1 4 l I 1 11 Mill 1 11 1111 L I 3 LLL 12 9 �� 6 TYP I F.F. Nb� PLATE ------- --------------------------- "C" ENTf�Y/ "B" SIDE ELEVATION 1 /41 1 — 1 1-011 "P" ENTf�Y/ "A" SIDE ELEVATION 11411 = 1 '-0" Architecture I 13 5 lld.hh Boise, Idaho 83702 Cellular phone: (208) 890-0218 E-Mail: rmslabne@yahoo.com (gCopyright 2019 These Documents, a5 1n5trument5 of service, whether the Project for which they are made 15 executed or not, 5HALL NOT BE U5ED BY ANY PER50N OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. C) N Q O O 00 �73 m o c6 co fl D N Cv � Ln ry L L CD U L � O U � oQ U LICENSED ARCHRECT AR-2682 'ROBIN L GATES STATE OF IDAHO Addenda / Revisions ■ Pr ject No.: 1934c ■ Date: 10.2. 19 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWING5 TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. EXTEKI OR LEVATION A4.0 No Text E APPROVED J Lill Studo L 04WA2 Architecture _. •.vna:an� 21 15 Heights D,. Boise, Idaho 83702 Cc1'.u:ar phone. (205) 890 0218 E Mail--,L— ,y,h--, ©Ccpynght 2019 These Documents, as instruments of service, whether the Project for which they are made Is executed or not, SHALL NOT BE U5ED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. 01 \\J 4� 2 i s CQ N c0 — [� N ENGINEERED BOX GIRDER BEAM O O U co 3.4 0 0 N N NGINLERED VVOCI TRUSSES @ 24 D.C. Wl 38 BLOWN IN ULATION �6 ENGINEER D OOD TRU55 @ 24" O.C. W/ 38 BLOWN IN IN 3CATION I I � N 00 c� 5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/ WALLS O 11 1 51DING 0/ WALL 5HEATI ING CDU 0/2xG 5TUD5 @ I G" O.C. W/ L R-2I WALL INSULATION,TYF @ NOTE: GLUE ALL MAIN FLOOR EXTERIOR WALLS S =l�o INTERIOR WALL5 AND ALL UPPER U FLOOR WALL5 TO BOTTOM PLATE 0 Q 1 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I ' 1 I I I 1 1 LICENSED ARCHITECT 3/4" FLOOR SNEATHING 0/ I 1 7/8" FLOOR JOISTS, SEE 52.1 AR-2682 1 I 1 1 1 I I ' ) 1 I I 1 I t7 I� PLATE ✓ ��� 4IRS L GATES P-21 DATT INSULATION @ TOF PLATE, STATE OFIDAHO TRU55 HEEL. RIM JOISTS AND VOID5 @ HEADERS, TYP. i G I I I I 4x8 NEADER5, r` Addenda /Revisions V TYF., U.N.O. I I I I Project Data ■ Pr ject No.: 934c 19 4" CONCRETE SLAB POURED 0/ 15 (3) 2x 12 STRINGERS ■ Drawn By: RGL ■ Datc: 0,2 MIL. FOLYETHELENE VAFOP ■ checked By: RGL BARRIER 0/ G" WELL COMPACTED AGGREGATE BASF 4x8 BLOCKING @ A.D.A. THPE5HOLD ALL DRAWINGS TO BE REVIEWED AND 1) NEWEL POST VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY F.F. STUDIO L ARCHITECTURL Of ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES a e � a a o a a a a a o e o a ° a IN THE PLAN PRIOR TO CONSTRUCTION.. VAPOR BARRIER OR FABRICATION. Sheet Title BLDG. SECTIONS Sheet Number BUILDING SECTION /211_ 1 1_011 A4.2 APPROVED Lill Studio L oaron22 Architecture _. •.vna:an� I I 21 15 Heihh Dr. Bone. Idaho 83702 Cellular phone. (208) 890 02 18 EMA —,Lab (g,h--, ©Copynght 2019 These Documents, as instruments of service, whether the Pre)—t for which they are made Is executed or not, SHALL NOT BE U5ED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. 0 S UCD N CIO • O O O O I m L N �6 co � U � L L SM � 2 BUILDING SECTION ��jj v o Q I I I I I I LICENSED ARCHITECT 2 AR-2682 I I I I 6 II I I CONNECTION PER TRU55 MANU. ENGINEERING gpBiN L GATES I vI STATE OF IDAHO Lei C� I I I I 2x BLKG @ 2' OFF i G WALL SEE 52. I I I I I Addenda / Revl�lons I I I I I I I I I I I I I I I I I I I I I I I I I I II I 9 CONT. RIM JOIST 2 I I I Project Data I J I I I ■ Pro e No.: 934c ■ Datc: I 0,2 1 9 III" ■Drawn 6 RGL 2 y RGL ■ Checked B Y a 1 I I I I I _ ALL DRAWINGS TO 6E REVIEWED AND VfElfIrD CONSTRUCTON, NOTIFY PRIOR To STUDIO L ARCH11 ECTU RE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN TILT PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. BEAM SEE S2. I TV NICHE I I I I 1 I I I I I I I Sheet TIt1e I I I I I I I I I I I I 2x4 SOFFIT FRAMING I I I I BLDG. I I I I I I I I I I I 1 I I I I SECTIONS I I I Ik II I I I I I I II I I I I I I I I Sheet Number BUILDING SECTION 3/811= 1 1-011 A4.3 3 SIM I / \ I � I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II 'III I I I I I I I I I I I I I I I I I I I I I I 'III I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEE 2-A4. I FOR SOFFIT DETAIL I I I I I I I I I I I I I II I I I I I I I I 5 I I I I I I DWRIDIA )- APPROVEEDDD oam(22 2xG @ I G" O.C. W/ R-19 BATT AND (1) 8' FIPECODE CORE GYPSUM SHEATHING OVERBUILT it I PROVIDE DRAFT STOP EVERY 1 G MAX HORIZ. 2xG BLOCKING (2) LA R5 5/8'� 5/8" TYPE 'X' GYP. 12 TYPE 'X GYP. WALL BD 0/ G MIL. BOARC @ VAPOR BARRIER MECH NICAL ROOM CEILING * COMMON WALL METROPM UNIT ALL PENETRATIONS TO BE FIRE RATED .. v v ° MECH . WALL 3/411= 1 '-01' ASPHALT SHINGLES 0/15# FELT 0/ ROOF SHEATHING BLOC I G @ TOP il� BOTTOM OF B BEAM, BEAM ENTIRE LENGTH OF FIRE WALL ASPHALT SHINGLES 0/15# FELT 0/ ROOF SHEATHING ENGINE RED ROOF TRUSSES @ 24' .C. W/R-38 INS. ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-36 ENGINE RED 2x BOX GIRDER INSULATION, AIR GAP BEAM / 8' TYPE)( GYP BETWEEN TRUSSES BOAR ON BOTH SIDES, CONT 0 ROOF SHEATHING ENERGY HEEL AS 2x B CICKING @LOWER ROC REQUIRED BY CODE \ 2x TRU55 BLOCKING, DBL L, G TOP PLATES NOTCHED FOR VENTILATION PREFINISHED CONT. METAL DRIP 5/8" TYPE'X' GYP. BD 0/ G MIL. PREFINISHED VAPOR BARRIER ALUMNINUM GUTTER AND DOWNSPOUT WP 3380: I HOUR FIRE WALL 2x4 SUB FASCIA W/ 4' FASCIA 2x4 WOOD STUDS @ I G" O.C. STAGGERED BD. W/ SOFFIT VENTS 8" O.C. ON 2xG WOOD PLATES, (2) THICKENESS OF 3 z' FIBERGLASS G SIDING 0/ WALL SHEATHINGATT INSULATION (INTERIOR) 8' TYPE'X' 0I STUDS @ I G" O.C. 0/ 'ESP GYPSUM WALLBOARD APPLIED EACH SIDE LOW-E HOU5EWRAP" W/ PARALLEL OR AT RIGHT ANGLES W/ Gd R-21 WALL INSULATION, TYP @ EXTERIOR WALLS COATED NAILS, 18" LONG, 0.0915" SHANK, 4' HEADS, 7" O.C., JOINTS STAGGERED I G" ON OPPOSITE SIDES. HORIZONTAL BRACING FLASHING @ WALL TO REQUIRED AT MID -HEIGHTS. SEE DETAIL ROOF CONNECTIONS A2.0, MIN SOUND STC OF 50 3/4" FLOOR SHEATHING 0/ 1 1 7/5" FLOOR JOISTS, SEE 52.1 BLOCKING 2x6 SILL PLATE CONTINUOUS 1 3/4" x 1 1 8' TYPE 'X' GYP. 7/8" LVL LEDGER BOARD WHERE SHOWN (4) 5D525500 1/4" x 5" WOOD BLOCKING AS SCREWS @ I G" O.C. INTO STUDS SHOWN (2) 2xG DBL a, TYPE'X' GYP TOP PLATE BD CONT. ABOVE MECH. CHASE MECHANICAL CHASE LPI JOISTS, SEE I-A4.1 2x4 SOFFIT FRAMING 8' TYPE 'X' GYP. BOARD MUST BE CONTINUOUS TO ROOF SHEATHING 4" CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR BARRIER 0/ G" WELL COMPACTED AGGREGATE BASE P.T. 2xG SILL PLATE W/ SILL \ GASKET * A -BOLT 5/5" DIA. x 10" ANCHOR BOLTS @ 4811 O.C. o ° (3) #4 CONT. m I, 2i-o,i 2 I HR. PARTITION 3/411= 1 1-011 P.T. 2xG SILL PLATE W/ SILL GASKET * A -BOLT H I CLIP TYP. @ TRUSS BEARING @ DBL TOP PLATE TO TRU55 5/8" TYPE 'X' GYP. BD 0/ G MIL. VAPOR BARRIER PROVIDE DRAFT STOP EVERY 10' MAX HORIZ. 3/4" FLOOR SHEATHING 0/ 1 1 7/6" FLOOR JOISTS, SEE 52.1 5/8" TYPE 'X' GYP. BD 4" CONCRETE SLAB POURED 0/ 15 MIL. POLYETHELENE VAPOR BARRIER 0/ G" WELL COMPACTED AGGREGATE BASE \ 5/8" DIA. x 10" ANCHOR BOLTS @ 48" O.C., a ° a 2" RIGID INSULATION R-10 CONCRETE FOOTING * STEM WALL PER ENGINEERING WALL DETAI L 3/411= 11-01' 2xG @ 24" O.C. OVERBUILD 14" ROOF JOIST V K-38 INSULATION 5/8" TYPE 'X' GYP. BD � 0/G MIL. VAPOR BARRIER H I CLIP TYP. @ TRU55 BEARING HDR, SEE 52.1 --' 4" CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR BARRIER 0/ G" WELL COMPACTED AGGREGATE BASE P.T. 2xG 51LL PLATE W/ 51LL� GASKET it A -BOLT 2" RIGID R-10 INS. 2x4 SUB FASCIA PAINTED 8' SOFFIT BD. INSULATION BAFFLE CONT. RIM BD. DBL 2xG TOP PLATE HORIZ. SIDING 0/ WALL SHEATHING 0/ 2xG STUDS @ I G" O.C. W/ R-2 I INSULATION CONCRETE FOOTING ' # STEM WALL PER ENGINEERING v ° j4WALL DETAI L 3/411= 1 '-01' ASPHALT 5HINGLE50/15# Lill Studio L FELT C/ ROOF SHEATHING —• Architecture ROOF VENTS I I I8 eighk Or. Boise, Idaho 83702 Ce11Nar phone: (208) 890-0218 E-Mai1: rmslabne@yehoo.com ©Copyright 2019 These Documents, 12 as instruments of service, whether the Project for which they are made 15 executed or not, SHALL NOT BE BLOCKING @ BQ G USED 13Y ANY F, ENTITY WITHOUT THE WRITTOEN OCONSENNT OF BOX BEAM, BE NTIRE OF Studio L Architecture. These LENGTH OF FIRE WALL Documents are and shall remain the property of the Architect. ENGINEERED ROOF TRUSSES @ 24" O.C. W/R-GO INS. , n J 4-, ENGINEERED ENGINEERED 2x BOX GIRDER BEAM W/ 8' TYPE 'X' GYP. O BOARD ON BOTH SIDES, s CONT. TO ROOF SHEATHING v 75 TRUSS TIES PER TRUSS C MANU. / N 0�3 L N Q Q j 5/8" TYPE 'X' GYP. `y 2x8 ABOVE (2) BD O/ G MIL. Q DBL 2x4 TOP VAPOR BARRIER O O PLATES c� N Cal WP 3370: 1 HOUR FIRE WALLco DOUBLE ROW OF 2x4 WOOD STUDS @ I G" �lJ O.C. ON SEPARATE PLATES, I " APART, (2) S—> to THICKENESS OF 3 2'" FIBERGLASS BATT N � (6 INSULATION (INTERIOR) * 8' TYPE 'X' O GYPSUM WALLBOARD APPLIED EACH SIDE Ln PARALLEL OR AT RIGHT ANGLES W/ Gd U COATED NAILS, 18" LONG, 0.0915" SHANK, (1 O O 4' HEADS, 7" O.C., JOINTS STAGGERED I G" �J J I— CL/ ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID -HEIGHTS. SEE DETAIL A2.0, MIN SOUND 5TC OF 50 O WALL HEIGHT TO BE REDUCED BY 8' i @ UPPER FLOOR m N PROVIDE DRAFT O STOP EVERY 10' s MAX HORIZ. ( 1 �J O Q CONT. 5UBFLOOP 3/4" FLOOR SHEATHING TO SHEATHING 0/ BEAR ON BLKG 1 1 7/8" FLOOR JOISTS, SEE 52.1 LICENSED ARCHRECT 8' TYPE 'X' GYP. WHERE SHOWN AR-2682 BLOCKING AS SHOWN ER R-21 INS 2x4 DBL TOP PLATE CONTINUOUS DOUBLE TOP PLATE. ROBIN L GATES SECOND TOP PLATE TO BE 8" OSB/PLY STATE OF IDAHo SHEATHING, 8' LENGTHS, STAGGER JOINTS FROM FIRST TOP PLATE JOINTS (L 8' TYPE 'I GYP. BOARD I Addenda / Revisions MUST BE CONTINUOUS TO ROOF SHEATHING IN Project No.: 1934c ■ Date: 10.2. 19 ■ Drawn By: RGL ■ Checked By: R6L 4" CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR BARRIER 0/ G" WELL COMPACTED ALL DRAWINGS TO BE REVIEWED AND AGGREGATE BASE VERIFIED 13YCONTRACTOP5 PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES P. P.T. 2xG SILL PLATE W/ SILL IN THE PLAN PRIOR TO CONSTRUCTION, GASKET * A -BOLT OR FABRICATION. Sheet Title (2) 5/6" DIA. x 10" ANCHOR BOLTS @ 48" O.C., WALL b 11 a (3) #4 CONT. ° DETAILS 21-011 5 I HR. PARTITION WALL A4.43/411= 1 '-011 Ml Studio L Architecture 1115 lieiyhk Dr. Q Q I b— , Idaho 83702 Ce11Mar phone: (208) 890-0218 E-Mad: rmslabne@yahoo.com Q m 45'-G" ©Copyright 2019 These Documents, a5 In5trument5 of 5ervlce, whether 5/8" DIA. x 10" A.B. @ 48" 131-0. 2" G'7' G" G-7„ '-2" 3'-0" 2'-0" 1'-G" the Project for which they are made O.C. 5EE SHEAR WALL 15 executed or not, 5HALL NOT BE SCHEDULE FOR ADDITIONAL U5ED BY ANY PER50N OR ENTITY A.B. REQUIREMENTS 2xG STUD DUE TO VARYING CODES AND LOADS, STRUCTURAL WITHOUT THE WRITTEN CONSENT WALL OF Studio LArchltecture. These ENGINEERING REQUIRED EACH TIME PLAN IS REUSED Documents are and shall remain the TYP. ENGINEERING STAMP ONLY APPLIES TO THE JOB property of the Architect. P �� CONC. SLAB 4" CONC. 52.0 LOCATION WRITTEN UNDERNEATH THE STAMP. . PATIO I � III1 I I1 I I1 IIiIIIilil = 8"5TEMwll IIIII_IIII GENERAL NOTES 2" RIGID INSULATION t 1 \ / ALL__ _ =IIIIII=III= 5EE SHEET 52.21— - - - - - - - 2 SHEAR PLAN FOR =IIIIII=III OF HOLDDOWNS A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION EXACT LOCATION \ / m #4 VERT. @ 3 III=III= O.C. ALT. HOOKS=_ - III=III D B. 3G" x 30 LANDINGS ARE REQUIRED AT EXTERIOR / DOORS IF THE DISTANCE FROM THRESHOLD TO WALK (2) #4 CONT., TOP't73 BOTTOM ° 5UP.FACE EXCEEDS 8". — III=III 5'-0" m 3 1 0 4' 13'-1 11 C. ALL BEARING FOOTINGS MUST Bm E 24" BELOW FINISH 1-�-�-I � llf 2'-3" 5QR. x 1 O" w/(4) _ GRADE FOR FROST PROTECTION. �6 N c o NLS #4 EACH WAY, 3' o — — o CUR TO BOTTOM OF - J _Pb_ - D. ALL CONSTRUCTION MUST MEET CURRENT 2015 IBC -111 III I _ D _ FOOTING, TYP OF 4 REQUIREMENTS. -111 - " 6x6 POST r E. FRAMING TO BE DOUGLAS FIR #2 OR BETTER. - _1I1 1I1 - - 0 GxG PO5T F. A X (2) #4 CONT. i � III„III,_ 2'-0" ALL SLABS TO BE POURED OVER ADEQUATELY (() COMPACTED SAND AND GRAVEL AND VAPOR BARRIER N + = 4" CONC I G" = I I m PATIO G. FOUNDATION TO MEET ALL MINIMUM CODE5 (— Q (� ro 9_41 3'-71 2 I 0 1�_ 0 0 4" CONC. 4 4 2 0 1 3' 72° 9'-44 4'-84' ro H. PERIMETER INSULATION TO MEET ENERGY CODES, N N TYP O U N D AT I O N PATIO 4x4 POST x 1 VERIFY TE MANUAL J I. PERIMETER FOOTING DRAIN AS NEEDED � � • N 4x4 PO5T5 I � T � i � i � � 1 � J. FLUSH STOOP @FRONT DOOR O � CE) o SEE 52.2 FOR HOLDDOWN L- 2'-3" 5QR. x 0" w/(4) o LOCATIONS/SHEAR CALLOUTS cp � #4 EACH WAY, 3" O UI 4" CONCRETE SLAB 0/ COMPACTED SAND CUR TO BOTTOM OF 9 N W/ AND GRAVEL, VERIFY LOCATION OF FOOTING, TYP OF 4 Lei PLUMBING FIXTURES -4 O 17- 4" CONC. PAD 4" CONC. PAD @ A/C, 5EE HVAC @ A/C, SEE HVAC 3" RIGID INSULATION @ PERIMETER FOUNDATION, R-15, TYP. O 1 75CD ? L — — — — — — — — — — — — — — O�D — — — — — — — - I L cu— 11 0 o CENTERLINE OF q O 5= s N COMMON WALL 0( 1 L F -————— — — — — —— - �— _ � r— -- 4"GONG Q 1 O 18" x 10" W/(2) #4 1 PATIO I I °' I I I 1 4" CONC. PAD 1 1 A-A4.2 @ A/C, 5EE HVAC 4_0^ - 2 I'-0" LICENSED 4x4 POST ARCHITECT AR•2682 —J 2'-3" 5QR. x 10" w/(4) 1 #4 EACH WAY, 3" F_ CLR TO BOTTOM OF Uq I FOOTING, TYP OF 4 1 G'-G4' / A li' 22'-0" 52.0 ROBIN L GATES 4x4 POSTS �� - STATE OF IDAHHO 4" CONC. J-- L_� J o PATIO - A 4'-&4 9'-44' 3'-72' A- A4. 3 Addenda / Remslons TYP. 52.0 GxG P05T -1 rr "'V I I —�I + 8" THICKENED SLAB @ ALL DOOR/SLIDER OPENINGS b Project Data ■ Project No.: 1934c I-------------J ■Date: 10.2.19 13'-1 12 ■ Drawn By: RGL ■ Checked By: RGL O ALL DRAWING5 TO BE REVIEWED AND 4" CONC. VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY PATIO A O STUDIO L ARCHITECTURE OF ANY ERRORS, n OMISSIONS, AND/OR PROPOSED CHANGES - 52.0 TYP IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. 1 L--------------� — — � Sheet Title LI--------------• -- 4" CONC. J J 4jrJnIO. PATIO I O U N D 714„ 4'-23° AT I O N 3'-O" -2" 6'-4 0' 45'-G" FLAN fOU N DATION PLAN 1/4_I-0 S2.0 /2" 15 PATTERN UNBLOCKED,-_ /8d @ G-",O.C. EDGE5 C8d @ 12" D.C. FIELD NAiLM1G k15E PLY -CLIPS M I DSPANJN5TALt 5L1 EETS ERPENDIC(JIAR TO 5TRIJ_CTtIRAL P IING. ATTIC VENTING: VERIFY MIN. ATTIC VENTING REQUIRED UNIT A: 5G9 5FT / 1 50= 3.79 5FT. 3.79 5FT x 144 5Q. IN= 545.7G 5Q. IN 272.88 5Q. INCHES @ RIDGE 272.88 5Q. INCHES @ EAVE UNIT B: 719 5FT / 1 50= 4.79 5FT. 4.79 5FT x 144 5Q. IN= G90.24 5Q. IN 345.12 5Q. INCHE5 @ RIDGE 345.12 5Q. INCHE5 @ EAVE I I I I I I li"R HOISTS iEPJI`Y51 EW/TR SMA .) LIP 4L W/ HA WARE I W/2x L TW @ 2' OFF 0 �x4 WALL u u 4x8 u u u r rr rr I I rr rr rr S5 �r—H HH— I I I I I I I 44��DD bO NOT LACE TR[155 1 1 1 1 1ON VENT NG WALL, OFFSETIr UNIT 1 ATTIC ACCE5bE5 TO BE 2q" MIN IN HEIG T, 5 RUCTU L W/ t�0 OBST UCT ONS AB VE---, MINI 1 BOk GIRDER TRU55 ON CENTERLINEI SEE SECTION LEGEND: BEARING WALL BELOW — I HOUR PARTITION WALL I I I I I I I I I I I I � - T - W/G �P�R�@�UILD - G' C.I TYP I — — — — — — — —III I I I I I I I I I I I I I I I I I I I I I I I I I I @ 24"IO.C. 14" OF JO S (VEPI =Y 51ZE W, TRUSS ANU.) 2 O.. OCK 4x8 @OTTO F F�UC HANGER DEL TO PLATE u u u u u u IJ u IJ u C C - 4x8 @ BOTT M OF DEL. fOP PLAT l @ TOP OF WALL W/ HARD VA W/2�4 BLOCK ROW @ 2' OFOF 2x4 WALI I I I I I I I I I I I I I ATTICAOCE I I PRE f3URE CK OR ARDWA H .5 OR H I @ 2xG COMMON WALL, EACH SIDE. DISCO TINUOU5 1 1 1 v 1 11 11 TRUI55E5 @ WALL, SE( SECTION PRE55URE BLOCKIOP. HARDWARE H2.5 OR H I @ 2xG COMMON WALL, EACH SIDE. DISCONTINUOUS TRU 5E5 @ t LL 5EE 5E TION -, I I °o ATTIC I J 1301 O BE � ACCESS I I I I I I I I I I I r I I I I I I I I I I I C JP @ T0, OF �ALL W/ h11ARDWARE H I W/2x4 RQW @ FF F 2x4 W(1LL I I I I I I I I 4-4 J n n n n n n 4x8n @ BO OM OF HUC ANGER DBL. OP PLA1 E I I I I I I I I I I " R OF OISTS ERIFY SI E W/ TR S5 MA ) @ 24" O.C. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2xGal 24" OVL�RBUILD r W/ PORT @I I I I II - - - - G-0" ry C_IYP - - ----� - -+1 I I I I I I it I I I GENERAL NOTE5: A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION B. 3G" x 30' LANDINGS ARE REQUIRED AT EXTERIOR DOORS IF THE DISTANCE FROM THRESHOLD TO WALK SURFACE EXCEED5 8". C. ALL BEARING FOOTINGS MU5T BE 24" BELOW FINISH GRADE FOR FROST PROTECTION. D. ALL CONSTRUCTION MUST MEET 2015 OR M05T CURRENT IBC REQUIREMENTS. E. FRAMING TO BE DOUGLA5 FIR #2 OR BETTER. F. ALL SLABS TO BE POURED OVER ADEQUATELY COMPACTED SAND AND GRAVEL AND VAPOR BARRIER G. FOUNDATION TO MEET ALL MINIMUM CODE5 H. PERIMETER INSULATION TO MEET ENERGY CODE5 I. PERIMETER FOOTING DRAIN A5 NEEDED J. ALL HEADERS (2) 2x8, U.N.O. K. PROVIDE TOP FLANGE JOIST HANGERS, TYP. L. TYP. P05T @ BEAM GIRDER BEARING TO BE GxG U.N.O. M. 5EE ELEVATIONS FOR ROOF VENT LOCATIONS N. VERIFY ALL PLUMBING LOCATIONS PRIOR TO LAYOUT4x8 HEADER — w I � � I I � U U O Cpu� N I W I I z I � — Z w TRUSSES DO NOT PENETRATE I HR. PARTITION WALL5, TRU55 DESIGNER TO ACCOMMODATE I w N I � UQO I p N I I w � w I I z v (2) 2xG MULLION BETWEEN WINDOWS DUE TO VARYING CODES AND LOADS, STRUCTURAL ENGINEERING REQUIRED EACH TIME PLAN 15 REUSED ENGINEERING STAMP ONLY APPLIES TO THE JOB LOCATION WRITTEN UNDERNEATH THE STAMP. I Q 3 1/2" x 9 1/2" LVL 3 1/2" x 9 1/2" LVL 4x8 - - - 4x8 4x8 HEADER (2) 2xG MULLION � BETWEEN WINDOWS GxG POST GxG P05T x N � 3 1 /2" x 11 7/8" LVL 3 1 /2" x l l 7/8" LVL IU g---------------- n n n n n= = =_ T. IlIg- 4x4 FOSTI ii III 14x4 11 O5T5 1 3 I d2" x II I 7/8Y LVL 1 1 1 1 x 7/8" L 117/8" LVL Cl n n n n n n O O TAC D I st x8 P ST 5 5 D 2nd FLOG ND d VERIFY ALL LOCATI 5 OF PLUMBING F RES. c � I I I I I I I I I I v O 1 0 l o BI I x 1 I /8" I G" .C. 1 }, fT-�,qI, I I I I I I I I II x 4 /. Y P 'I' F Y d j .,I 1 1 1 1 I 1 1 I 1 RE FL OR J ISTSIBEARION W LL, T E WA L AB I ERE UCED IN R OIST---III BEA ON WA ry WALL ABpVE IT WILL �E gUCEq IN HEIGHT DY HERE FLOOR JdISTS BEAR QN WAIL, THE WALE AB B KEDI�CED IN H g - LPI 118 x 17/ " @ 1 0 — A-A4.2 U O Q I z cj o I I I I I I I I I DO OT TRUSS ON E I G ALL, - - _- w VERIFY ALL LOCA ONS 1 OF I B UNIT FIXT S. OF PLUMBINGL± I I I I I I I I I I � — I 17777 --------------�------� 1ATTIC I ACCESS J=—� �I /2" : QA 13/4"' x 7/8" L ------- I I I I I I I I I I m 4x4 POST A-A4.3 � III J ENI INEERE TRU55E @ 24" IO.C. yN x I 1 O o l III n N x T� I I I I I I �I GxG POST - -i I I SEE SHEAR PLANS FOR ADDITIONAL CALLOUT5 1-A4.4 ISO O f f IAA M I N G PLAN 1/4=1-0 (2) 2xG MULLION BETWEEN WINDO' 4x8 HEADER 4x8 3 1 /2" x 9 1 /2" LVL O C ��0 HGA 10-5D5 BEAM TO TOP PLATE L DIN K05T 1/2" x l l 7/8" LVL ---S1iv1Pfi UN11ANCiER_ I I IMSTC28 ----- --- IM5TC28 ^ U DC-- O =@� 3Z'x92'M.L. 1.9E M5TC28 M5TC28 M5TC28 I i i=LOOK TAMING PLAN I /4 = 1 1-011 A4.2 HGA I -SDS BEAM TO TOP PLATE I A-A4.3 -OVAL I?_z� 4-,Flae5 Lill -73 CID CO 73 0 co 00 C _ Studio L Architecture I 21 15 lieighks Dr. Boise, Idaho 83702 Cellular phone: (208) 890 Addenda /Revisions I ■ Pr erect No.: 1934c ■ Date: 10.2.19 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. FLOOR/ ROOF FRAMING PLANS 1 52. SHEAR SCHEDULE: S H EAR NOTES: Lill Studio L M5TA49 BTWN FLOORS, ALIGN W/ HOLDDOWN M5TA49 BTWN FLOORS, ALIGN W/ HOLDDOWN MSTA49 BTWN FLOORS, ALIGN W/ HOLDDOWN <4 M5TA49 BTWN FLOORS, ALIGN W/ HOLDDOWN M5TA49 BTWN MSTA49 BTWN a FLOORS, ALIGN FLOORS, ALIGN D W/ HOLDDOWN W/ HOLDDOWN M5TA49 BTWN a FLOORS, ALIGN W/ HOLDDOWN M5TA49 BTWN FLOORS, ALIGN W/ HOLDDOWN M5TA49 BTWN FLOORS, ALIGN --W-HPLDDOWN I HOLDDOWN SCHEDULE: A= L5THD8 B= 5THD10 7/ 1 G" 055 W/ I G GA x 2" LEG 5TAPLE5 AT 3" O.C. TO ALL PANEL EDGE5 E G" O.C. IN THE FIELD (PROVIDE BLOCKING AT ALL PANEL EDGES) W/ 112" DIA. X 7" EMBED ANCHOR BOLT5 AT 32" O.C. 7/ 1 G" 0513 W/ I G GA x 2" LEG STAPLES AT 2" O.C. TO ALL PANEL EDGE5 £ G" O.C. IN THE FIELD (PROVIDE BLOCKING AT ALL PANEL EDGE5) W/ 112" DIA. X 7" EMBED ANCHOR BOLTS AT 24" O.C. F ALL EXTERIOR WALL5 5HALL BE SHEATHED W/ 7/ 1 G" 05B. ATTACH WITH MIN. I G GA. X 2" LEG STAPLES AT G" O.C. TO ALL SUPPORTED PANEL EDGES AND AT G" O.C. IN THE FIELD. U.N.O. STAPLES SHALL NOT BE SUBSTITUTED FOR COMMON NAIL5 AT 5HEAR PANEL5. ALL SHEAR PANELS SHALL HAVE DOUBLE STUDS AT ENDS FOR EDGE NAILING AND ATTACHMENT OF STRAPS AND/OR HOLD DOWN5, TYP. ALL HOLD DOWN5 5HALL ALIGN AT DOUBLE STUDS AT ENDS OF 5HEAR PANELS, TYP. PROVIDE '51MP50N' H I AT ALL TRU55 BEARING LOCATIONS. THING SHALL BE CONTINUOUS PLATE BEHIND ALL ATTACHED ,MING INTO WALL. DOUBLE STUD ABOVE AND BELOW ALIGNED 3 BETWEEN FLOOR5 FOR 5TRAP ENT, WITH PANEL EDGE NAILING FOR FULL - DOUBLE 5TUD5. 'ANEL EDGE NAILING FULL HEIGHT OF KING MNDOW AND DOOR OPENING FRAMING, AND 1EAD AND SILL. SALVANIZED NAILS INTO PRESERVATIVE SILL PLATE5. NAIL SIZE AND SPACING TO 1EAR WALL SPECIFIED. PROVIDE 8d ED NAIL5 AT SAME SPACING WHERE 5TAPLE5 rL(af 1 Architecture I 21 15 lieighks Dr. Boise, Idaho 83702 Gdidar phone: (208) 890.0218 E-Mail: rmslabne@yahoo.com ©Copyright 2019 These Documents, a5 m5trument5 of 5ervlce, whether the Project for which they are made 15 executed or not, 5HALL NOT BE U5ED BY ANY PER50N OR ENTITY WITHOUT THE WRITTEN CONSENT OF 5tudlo L Architecture. These Documents are and shall remain the property of the Architect. s CQ Q 75 L �N X m� 0 0 �m o N W/ (� I- ry L L U O CQ U L � O U � U 0Q Addenda / Revisions ■ Project No.: 1934c ■ Date: 10.2. 19 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWING5 TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CON5TRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO C01,15TRUCTION, OR FABRICATION. S H EAR PLANS UPPER SHEAF PLANS 3/ 1 6 = 1 -0I LOWED SHEAF PLANS 3/ 1 G11= 11-011 52.2