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Maddyn Village Site Plans and Elevations 12-13-17I -.1,.w.slm + , %, UTILRY PLAN IFOR REFERENCE ONLY, REFER TO CIVIL) (NOT TO SCALE) 4-X476POSTS W-C'O.C., TYPICAL 2X4 TOP RAIL BEHIND PICKETS 3WX51/2' FLATTOP PICKETS 2X4 FOOT RAIL )BEHIND PICKETS) CONCRETE EMBEDMENT GRAVEL FILL n Cedar Fence Detail /31 Mailbox Detail R,7• 1a -o• 14'-4• ta-0• I m I I I I 7sPACEs � a C I ' I I I FENCING & PATIO ENCLOSURES TYP. 1 :o n ic=lBolard Detair�I 31 ANY DIKECIION I HIS AREA — - — - - — -- — --- - - Ra•— •D� CONCRETE CROWN ) H I, _ T -��_ I 2 BINS t 7 SPACES- - I I I 1a_0• i PIPE, FILLED I I. o . -.-____ ___....- 60 CONCRETE, - - - - -+ PAINTED I -_-_ 1a -o• 14'-4• ta-0• I m I I I I 7sPACEs � a C I ' I I I FENCING & PATIO ENCLOSURES TYP. 1 :o n ic=lBolard Detair�I 31 ANY DIKECIION I HIS AREA \ � I \ \ II I I I wg 3 SPACES ---�_ -T- - - - --� b b - -__ 4...,- I 24'-a' to -0' S'-10�' R 1' I m /J i b COVERED PARKING �I TRASH E LOSURE TYP. / IRT -0 / H : , 18,_9• in, _____ - m b 6 10SPACES , I _ TRASH 2 BINS I-7" 25--0- 5'-0•7SPACES 7 SPACES- - M702 - - MAILBOXCLUSTER, b SEE3/A-101 I aI- I I. o . -.-____ ___....- 60 / - - - - -+ I -_-_ i I I BIKE RACK. -_ SEE CIVIL T I a -)1. BOLLARDISI T� �I� ADA TURN / RADIUS -6 25'-0' I �a 11a e I: 1, I DDUUVMPSTER ISI \ � I \ \ II I I I wg 3 SPACES ---�_ -T- - - - --� b b - -__ 4...,- I 24'-a' to -0' S'-10�' R 1' I m /J i b COVERED PARKING �I TRASH E LOSURE TYP. / IRT -0 / H : , 18,_9• in, _____ - m b 6 10SPACES , I _ I-7" 25--0- 5'-0•7SPACES 7 SPACES- - - - MAILBOXCLUSTER, b SEE3/A-101 I aI- I I. o . -.-____ ___....- a- - - - - -+ I -_-_ i I I BIKE RACK. -_ SEE CIVIL T I a -)1. I T� �I� 65PACES �� I -6 25'-0' I �a 11a e I: 1, I I f', 0 N 0. Z 0 Ii rW 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUMENT D TIE PROPERTY OF NWDB NMCMI!CIURELLCAND 6 MOTTO BE DUPLICATED WITHOUT W RMD4 AUTHORIZATION. ONWDB MCHITECTMELLC U J J O 70 N Q I \—\ c / O W W C Z O PROFESSIONAL SEAL LICENSED ARCHITECT D NO. DESCRIPTION DATE 1 ME 19-1 alml-lolvir = ;"E SHEET �TFash Enclosure Plan (North)E closure Plan (North) A-101 DATE 13.13.17 JOB NUMBER 16156 DRAWN BY (BELL LL W W UTILITY PLAN (FOR REFERENCE ONLY REFER TO CIVIL) (NOT TO SCALE) 4X4'X6' POSTS O 9-W O.C., TYPICAL 2X4 TOP RAIL BEHIND PICKETS 3147X51/T FLATTOP PICKETS 2X4 FOOT RAIL (BEHIND PICKETS) n Typical Bollard Detail 8 Cedar Fence Detail n Mailbox Detail (t eo / � 4 s' BOLLARDIS) - pT ADATURN / S RADIU I 6• P � DUMPSTERIS)_� s�. ti 'm 0. \. I BOLLARDI A / I \ I COVERED PARKING �ryed Rl•-6` b t 13 SPACES 7f— b Rr_0 EXISTING HOUSE J 6' -10' 12' - 2' TRASH ENCLOSURE I IS / TYR. / •I. 18,_9. J� / 'f -lig i a 2 -- - -- -- -- I b b I7 SPACES I o 0 I I I MAILBOXCLUSTER, Sff 3/A-101 � I I F., b 1=� b r BIKERACK, w SEECML I = { x 25._9. I - 6 I I I I 5 Trash Enclosure Plen (North) n Bike It Detail ASTM 55 SCH.4 O.D. STEEL PIPE PRIMED, PAINTE 12'0 x V -(r DE CONCRETEBAS 4' CONCRETE SI OVER COMPAC 1957. MIN) ANCHOR Site Plan -North 1N 6" = 1'-0" ne aesign ARCHITECTURE 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUMENTLSRE PROPERTY OF ■ NEUDBIGN ARCHITECTURE LLC AND 5 NOT TO BE DUPLICATED WITHOUT Q WRTOEN AUMORQATION. ONEUDBIGN ARCHITECTURE LLC 24'-0' CONCRETE I CROWN - Z J I ' 3 0(r b – fi'0SCH40 ' 61os (LIED XI.10'-0' '_ 14'-4-4' ,- wl 10 i b 0) CONCRETE, I I PAINTED I I b 7SPACES 1 � a I O I. I Ry_e �— – – – – – – – – – 6 it m – r b FENCING ® PATIO E4CLOSURES.TYR I ' \ I COVERED PARKING �ryed Rl•-6` b t 13 SPACES 7f— b Rr_0 EXISTING HOUSE J 6' -10' 12' - 2' TRASH ENCLOSURE I IS / TYR. / •I. 18,_9. J� / 'f -lig i a 2 -- - -- -- -- I b b I7 SPACES I o 0 I I I MAILBOXCLUSTER, Sff 3/A-101 � I I F., b 1=� b r BIKERACK, w SEECML I = { x 25._9. I - 6 I I I I 5 Trash Enclosure Plen (North) n Bike It Detail ASTM 55 SCH.4 O.D. STEEL PIPE PRIMED, PAINTE 12'0 x V -(r DE CONCRETEBAS 4' CONCRETE SI OVER COMPAC 1957. MIN) ANCHOR Site Plan -North 1N 6" = 1'-0" ne aesign ARCHITECTURE 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT 16-IHPAF NO. DESCRIPTION DATE DATE 12.13.17 JOB NUMBER 16156 DRAWN BY JBELL THIS DOCUMENTLSRE PROPERTY OF ■ NEUDBIGN ARCHITECTURE LLC AND 5 NOT TO BE DUPLICATED WITHOUT Q WRTOEN AUMORQATION. ONEUDBIGN ARCHITECTURE LLC Z J Q J C) 0) O W 5 N = I � N W ° K c w PROFESSIONAL SEAL LICENSED ARCHITECT AR 984486 16-IHPAF NO. DESCRIPTION DATE DATE 12.13.17 JOB NUMBER 16156 DRAWN BY JBELL BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 2OD9502.1 -AREA, BUILDING. The area included vnMin surrounding exterior walk (or exterior mis and fire coals) exduslve Ovent shaft and courts. First Floor 2,446 cf Second Floor 1.896af TOTAL 4.3420 Gross Building Area: The area includes the exterior walls to the face of exterior finish.Used to czkx4xte wnsb fion cost bank apprakat and bx assessor value First Floor 2,664 e( Floor Second Fl2.036 of TOTAL 4,702 at WALL LEGEND GENERAL CONDITIONS 1. ALLIYORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OFTHE INTERNATIONAL BUILDING/RESIDENTIAL CODE AI AD ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED" OR EQUIVALENT'AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. S. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENT/STEM WALLS BEFORE BACKFILLING 3. PROVIDE MINIS" CLEARA14CE IN CRAWL SPACE NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVER ENTIRE CRAWL SPACE WITH 2O MIL VAPOR BARRIER, WRAP UP FOOTINGS. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 6. MU WILLS TO BE 2 x PRESSU RE TREATED WOOD OR REDWOOD. 7. R-19 BATT INSULATION TO BE MECHANICALLY ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWLSPACE CARPENTRY I. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 150D P.S.F. IF THIS VARIES. CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0I.B.C. TYPICAL PLYWOOD NAILING WITH BD NAILS 06' O.C. AT EDGES AND IT O.C. ON INTERIOR. 4. GUARDRAIU TO BE 47 HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4'SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A. POSTS. BEAMS, HEADERS, JOISTS L RAFTERS NO.2 & BETTER KD DOUGLAS RR -LARCH B. PLATES, BLOCKING & BRIDGING, ETC. NO.3 8 BETTER KD DOUGLAS FIR -LARCH C. STUDS SND GRADE KD DOUGLAS FIR -LARCH D. POST 8 BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 7116' INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAMESPREAD RATING OF LESS THAN 25AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDEATOTAL OF I/30OOF ATTIC AREAVENTILATION WITH 50% AT THE CORNICEAND 50% ATTHE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW -E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE TRI GID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN IB' OF FLOOR OR WITHIN 24"OF DOORS ARE TO BE TEMPERED. GLAZING W/IN DOORS TO BE TEMPERED. ALL GLAZING W/ AN EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF SHALL BETEM PERED 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. ALL OTHER GLAZING PER STANDARD IRCABC REQ'S 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6b-A.F.F. 4. BATHROOMS AND U11UTY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE S. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24'MUST HAVE 4* MAX OPENING OR OTHER FALL PROTECTION. GENERAL NOTES - FLOOR PLANS: A. VERIFY ALL DIMENSIONS ITT FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES ar LEFT/TOP SIDE OF F.O. STUD. U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4'FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECKISTRUCTURE ABOVE- F. BOVEF. TYPICAL INTERIOR WALLS TO BE 21.4 WOOD STUDS 9 24' o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS 6 24' o.c. H. ALL EXT. WALLSSHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES. RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS r LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. PROVIDE MINIMUM OF 11) CRAWL SPACE ACCESS OPENINGS AND ATTIC ACCESS OPEN114GS IN EACH QUADRANT DIV DIED BY FIRE SEPARATED WALLS. O. SEE SHEETS A341- A343 FOR FIRE RATING DETAILS. Floor Plan Notes nq_'design gRCMITECIiJRE 725 E 2nd St Meridian, ID 83642 CONSULTANT T DOCUMENT 6 THE PROPERTY OF NEIABIGN ARCHITECTURE LLC AND U NOT TO BE DUPUCATED WITHOUT WRMEN AUTHORIZATION. O NEUDBIGN ARCHITECTURE LLC U J J PROFESSIONAL SEAL LICENSED ARCHITECT t .17HD O. ms`:RIP1ION - I FORPERMIT 12.04.17 First Floor SHEET A-111 DATE 05.16.16 JOB NUMBER 16156 DRAWN BY PMG EXTERIOR WALL - HARDBOARD SIDI14G (REFER TO EXT. A ELEVATIONS). MOISTURE BARRIER ITYVEK OR APPROVED EQ. ./MIN 50 PERM. RATING), IIT OSB. 2X6 WOOD STUD, BATT INSULATION (R-21),.15/8' GWB INTERIOR, REFER TO EXTERIOR ELEVATIONS FOR FINISHES EXTERIOR WALL -(V3111 CEMBNTITIOUS SIDING, MOISTURE BARRIERITYVEKOR B APPROVED EO.) 51W TYPE T EXTERIOR GWB, 112'058. 2X6 WOOD STUDS, BATT INSULATION (R-21) 1/7/T MR RESILIENT CHANNEL 024' O.C., 5/8' iYPE'X GW B INTERIOR. 1' AT EXTERIOR DIVIDING WALL CONDITION THE SIT TYPE T INTERIOR GWB SHALL BE REPLACED W/ 1/T OSB, MOISTURE BARRIER S AND HARDIPLANK SIDING) 1 EXTERIOR STONE WALL -MFR. STONE VENEER, MOISTURE BARRIER (TYVEK), 12' OSB, alb WOOD STUD @ 24' O.C., 518' GWB INTERIOR 2A 1 STANDARD WALL -2X4 WOOD STUD @ 24'0.C. w/ 5/8- GWB EACH SIDE STANDARD J PLUM MNG WALL -2X6 WOOD SND 65 24" O.C. W/ 5/9'GWB EACH SIDE 213 SEPARATION WALL - (U305) 2X6 WOOD STUD @' 24" O.C. W/ 5/8' TYPE '>r GWB EACH SIDE 2C 3 PARTITIONWALL IU340) 21S SILL PLATE./21.6 STAGGERED STUD COPISTRUCTION: II) LAYER 5/8' TYPE'X GWB OVER WOOD STUD ONE SIDE & 1/T RESILIENT CHANNEL UNDER 5/8'TYPE W GWB FINISH OVER OPPOSING WOOD STUD, BATT INSULATION IR -2)) FILL '-ALTERNATIVE FOR 1 -HR EXTERIOR WALL: UTILIZE LP FIRE RATED PLYWOOD IN PLACE OF OSB a EXT GWB TO REMAIN "R RATING (U348) GENERAL CONDITIONS 1. ALLIYORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OFTHE INTERNATIONAL BUILDING/RESIDENTIAL CODE AI AD ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED" OR EQUIVALENT'AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. S. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENT/STEM WALLS BEFORE BACKFILLING 3. PROVIDE MINIS" CLEARA14CE IN CRAWL SPACE NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVER ENTIRE CRAWL SPACE WITH 2O MIL VAPOR BARRIER, WRAP UP FOOTINGS. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 6. MU WILLS TO BE 2 x PRESSU RE TREATED WOOD OR REDWOOD. 7. R-19 BATT INSULATION TO BE MECHANICALLY ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWLSPACE CARPENTRY I. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 150D P.S.F. IF THIS VARIES. CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0I.B.C. TYPICAL PLYWOOD NAILING WITH BD NAILS 06' O.C. AT EDGES AND IT O.C. ON INTERIOR. 4. GUARDRAIU TO BE 47 HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4'SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A. POSTS. BEAMS, HEADERS, JOISTS L RAFTERS NO.2 & BETTER KD DOUGLAS RR -LARCH B. PLATES, BLOCKING & BRIDGING, ETC. NO.3 8 BETTER KD DOUGLAS FIR -LARCH C. STUDS SND GRADE KD DOUGLAS FIR -LARCH D. POST 8 BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 7116' INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAMESPREAD RATING OF LESS THAN 25AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDEATOTAL OF I/30OOF ATTIC AREAVENTILATION WITH 50% AT THE CORNICEAND 50% ATTHE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW -E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE TRI GID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN IB' OF FLOOR OR WITHIN 24"OF DOORS ARE TO BE TEMPERED. GLAZING W/IN DOORS TO BE TEMPERED. ALL GLAZING W/ AN EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF SHALL BETEM PERED 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. ALL OTHER GLAZING PER STANDARD IRCABC REQ'S 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6b-A.F.F. 4. BATHROOMS AND U11UTY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE S. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24'MUST HAVE 4* MAX OPENING OR OTHER FALL PROTECTION. GENERAL NOTES - FLOOR PLANS: A. VERIFY ALL DIMENSIONS ITT FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES ar LEFT/TOP SIDE OF F.O. STUD. U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4'FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECKISTRUCTURE ABOVE- F. BOVEF. TYPICAL INTERIOR WALLS TO BE 21.4 WOOD STUDS 9 24' o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS 6 24' o.c. H. ALL EXT. WALLSSHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES. RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS r LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. PROVIDE MINIMUM OF 11) CRAWL SPACE ACCESS OPENINGS AND ATTIC ACCESS OPEN114GS IN EACH QUADRANT DIV DIED BY FIRE SEPARATED WALLS. O. SEE SHEETS A341- A343 FOR FIRE RATING DETAILS. Floor Plan Notes nq_'design gRCMITECIiJRE 725 E 2nd St Meridian, ID 83642 CONSULTANT T DOCUMENT 6 THE PROPERTY OF NEIABIGN ARCHITECTURE LLC AND U NOT TO BE DUPUCATED WITHOUT WRMEN AUTHORIZATION. O NEUDBIGN ARCHITECTURE LLC U J J PROFESSIONAL SEAL LICENSED ARCHITECT t .17HD O. ms`:RIP1ION - I FORPERMIT 12.04.17 First Floor SHEET A-111 DATE 05.16.16 JOB NUMBER 16156 DRAWN BY PMG BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 2009502.1 -AREA. BUILDING. The area included vdthin currour dl g exterior wafts (or extedor Ovals and fire wale) exdusra of vent shaft and wixte. First Fla., 2,446 at Sind Floor 1.896. TOTAL 4,342sf Gross Building Area: The area includes the exterior walls to Ore face of exterior firush. Used to calculate cunstrucfion cost bank appraisal, and tax acsecsorvalue First Floor 2,fi64 cf Second Flaor 2.038 cf TOTAL 4,702 at WALL LEGEND STANDARD / PLUMBING WALL -2X6 WOOD SND 9 24" O.C. w/ 5/e' GW B EACH SIDE 2B SEPARATION WALL(U305)2X6 WOOD STUD 624"O.C. W/5/B'TYPE 'X GWB EACH SIDE n 2C 3 PARTITION WALL: (U340) W SILL PLATEw/2x6 STAGGERED STUD CONSTRUCTION: (T) LAYER 5/6 TYPE'X GWB OVER WOOD STUD ONE SIDE L I /T RESILIENT CHANNEL UNDER 5/8' TYPE'X GWB FINISH OVER OPPOSING WOOD STUD, BATT INSULATION (R-21) RLL "ALTERNATIVE FOR 1 -HR EXTERIOR WALL: UTILIZE LP FIRE RATED PLYWOOD IN PLACE OF OSB b EXT GWB TO REMAIN 1 -HR RATING (U3, GENERAL CONDITIONS I. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE. COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED"OR EQUIVALENT' AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENTATEM WALLS BEFORE BACKNWNG 3. PROVIDE MIN. ITCLEARANCE IN CRAWL SPACE NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVER ENTIRE CRAWL SPACE WITH 2D MIL VAPOR BARRIER, WRAP UP FOOTINGS. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURETREATED, REDWOOD OR PROTECTED WITH 55O FELT. 6. MUDSILLS TO BE 2 x PRESSURETREATED WOOD OR REDWOOD. 7. R-19 BATT INSULATION TO BE MECHANICALLY ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWLSPACE CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE TICI.B.C. TYPICAL PLYWOOD NAIUNG WITH 813 NAILS 06"O.C. AT EDGES AND IT O.C. ON INTERIOR. 4. GUARDRAILS To BE 4THIGH WITH MAXIMUM OPENING SPACES SO THAT A 4'SPHERE CAN NOT PASS THROUGH. S. WOOD FRAMING MEMBER GRADES AREAS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A. POSTS, BEAMS, HEADERS. JOISTS 6 RAKERS N0.2 L SERER KD DOUGLAS FIR -LARCH B. PLATES. BLOCKING & BRIDGING. ETC. N0.3 6 SERER KD DOUGLAS RR -LARCH C. STUDS SND GRADE KD DOUGLAS RR -LARCH D. POST 6 BEAM DECKING UTILITY GRADE DOUGLAS HR E PLY SHEATHING CD DOUGLAS FIR PLY 7116" INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FUME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF I/3DB OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED. LOW -E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE TRIGID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. IIJSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS I. ALL WINDOWS WITHIN I6' OF FLOOR OR WITHIN 247 OF DOORS ARETO BETEMPERED. GLAZING WAN DOORS TO BE TEMPERED. ALL GLAZING W/ AN EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF SHALL BETEMPERED 2. ALL SHOWER OR NB ENCLOSURES ARETO HAVE SAFETY GLAZING. ALL OTHER GLAZING PER STANDARD IRCABC REQS 3. PROVIDEMOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0'A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 2,47 MUST HAVE 4"MAX OPENING OR OTHER FALL PROTECTION. EXTERIOR WALL -HARDBOARD SIDI14G (REFER TO EXT. GENERAL NOTES - FLOOR PLANS: ELEVATIONS), MOISTURE BARRIER(TYVEK OR APPROVED EQ. A No. w/MIN 50 PERM. RATING), 1/T OSB, 2X6 WOOD STUD. BATT INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES a LEFT/TOP SIDE OF F.O. SND, U.N.O. (TO F.O. i INSULATION (R-21), W/5/8'GWB INTERIOR, REFER TO EXTERIOR STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). ELEVATIONS FOR FINISHES I EXTERIOR WAl1-(V311) CEMENTITIOUS SIDING, MOISTURE BARRIER(T/VEKOR p IB DIRECTIONS FORA MIN. DISTANCE OF D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. APPROVED EO.)SIT TYPE'XEXTERIOR GWB, ]IT OSB, 2X6 WOOD STUDS,BATT I 3 HOTWATER HEATER, REFER TO MECH, F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS 024"o.c. INSULATION IR-21)w/1/TMTL RESILIENT CHANNEL 024"O.C., 51W TYE E'X GWB PROVIDE FIRE EXTINGUISHER MOUNTE G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS ®24"o.c. _ ME SINK IN EACH UNIT INTERIOR (' AT EXTERIOR DIVIDING WALL CONDITION THE 5/8'TYPE'X INTERIOR GWB 5 A/C SPLIT SYSTEM UNITS, REFER TO MI SHALL BE REPLACED W/ I/T OS8, MOISTURE BARRIER 8 AND HARDIPLANK SIDING) 1 FURNACE ENCLOSURE IT, O&STONE WALL -MFR. STONE VENEER, MOISTURE BARRIER (TYVEK), 12- OS, 2x6 WOOD STUD @ 24.0.C., 5B' GWB INTERIOR BLOCK OUT FRAMING FOR20'X30'AT J. DO NOT SCALE DRAWINGS 8 2ASTANDARD WALL -2X4 WOOD STUD 0 24" O.C. W/ 5/8'GWB EACH SIDE STANDARD / PLUMBING WALL -2X6 WOOD SND 9 24" O.C. w/ 5/e' GW B EACH SIDE 2B SEPARATION WALL(U305)2X6 WOOD STUD 624"O.C. W/5/B'TYPE 'X GWB EACH SIDE n 2C 3 PARTITION WALL: (U340) W SILL PLATEw/2x6 STAGGERED STUD CONSTRUCTION: (T) LAYER 5/6 TYPE'X GWB OVER WOOD STUD ONE SIDE L I /T RESILIENT CHANNEL UNDER 5/8' TYPE'X GWB FINISH OVER OPPOSING WOOD STUD, BATT INSULATION (R-21) RLL "ALTERNATIVE FOR 1 -HR EXTERIOR WALL: UTILIZE LP FIRE RATED PLYWOOD IN PLACE OF OSB b EXT GWB TO REMAIN 1 -HR RATING (U3, GENERAL CONDITIONS I. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE. COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED"OR EQUIVALENT' AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENTATEM WALLS BEFORE BACKNWNG 3. PROVIDE MIN. ITCLEARANCE IN CRAWL SPACE NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVER ENTIRE CRAWL SPACE WITH 2D MIL VAPOR BARRIER, WRAP UP FOOTINGS. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURETREATED, REDWOOD OR PROTECTED WITH 55O FELT. 6. MUDSILLS TO BE 2 x PRESSURETREATED WOOD OR REDWOOD. 7. R-19 BATT INSULATION TO BE MECHANICALLY ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWLSPACE CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE TICI.B.C. TYPICAL PLYWOOD NAIUNG WITH 813 NAILS 06"O.C. AT EDGES AND IT O.C. ON INTERIOR. 4. GUARDRAILS To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• 2T-8' 34'-4' - 6Y-0' _ GENERAL NOTES - FLOOR PLANS: `�� • '.'.� No. Note INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES a LEFT/TOP SIDE OF F.O. SND, U.N.O. (TO F.O. i 0* OUT FRAMING FOR 20'X30`CR BLOCK OU STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). ®-�_ I '• DIRECTIONS FORA MIN. DISTANCE OF D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. DOORS E. ALLSTUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE 3 HOTWATER HEATER, REFER TO MECH, F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS 024"o.c. - 'ice O � O �'� - PROVIDE FIRE EXTINGUISHER MOUNTE G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS ®24"o.c. _ ME SINK IN EACH UNIT H. ALL EXT. WALLS SHALL BE 2X6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR 5 A/C SPLIT SYSTEM UNITS, REFER TO MI EXTERIOR WALL FINISH. 6 FURNACE ENCLOSURE I. CONTRACTORS SHALL ADHERETO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES.7 BLOCK OUT FRAMING FOR20'X30'AT J. DO NOT SCALE DRAWINGS 8 PATIO DECK 4- CONC. SLAB 2%(MAX)1 K LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. BUILDING Q ALL PATIOS, TYP. L. ALL EXPOSED Gyp.BD. EDGES TO HAVE METAL EDGE TRIM, TYR. 9 HOSE BIBB, SEE PLUMBING PLANS M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. 10 FIRE RISER ROOM TO BE I -HR RATED 1� TYPE W GWB 0 CEILING. PROVIDE A SI DIVIDED BY FIRESEPARATED WALLS. LETTERS STATING 'FIRE RISER ROOM' O. SEESHEETS A_341 -A_343 FOR FIRE RATING DETAILS. Bedroom __droom :� o�e�■®®� F B2021 i' 0 r EF mn, ��� Bedroom • ��� il•1. _ Ell�©Closet 13 SF A-121 T— Set .Bedroom Bedroom Bedroom -20-41 Bedroom FEW FD 1175F ®118 v FD2021 SF • 01� ® as =mini 7-Y 1'-G Y-8' 4'-0' 4'-0' 4'-0' 1017 Y O, 1012' 6' 4'-U' 9' T-7 4'-0' 3'-T A 211 5'-3' 10'-9' 16'-0' Y-8' S-4' S -D• 2T-8' 34'-4' - 6Y-0' GENERAL NOTES - FLOOR PLANS: Floor Plan Notes A. VERIFY ALL DIM ENSIOI IS It I FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR No. Note INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES a LEFT/TOP SIDE OF F.O. SND, U.N.O. (TO F.O. i 0* OUT FRAMING FOR 20'X30`CR BLOCK OU STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). 2 GRADES ENTRY DOORS TO BE M C. TYPICAL DOOR LOCATIONS ARE 4' FROM ADJACENT WALL SYSTEM, U.N.O. DIRECTIONS FORA MIN. DISTANCE OF D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. DOORS E. ALLSTUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE 3 HOTWATER HEATER, REFER TO MECH, F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS 024"o.c. 4 PROVIDE FIRE EXTINGUISHER MOUNTE G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS ®24"o.c. SINK IN EACH UNIT H. ALL EXT. WALLS SHALL BE 2X6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR 5 A/C SPLIT SYSTEM UNITS, REFER TO MI EXTERIOR WALL FINISH. 6 FURNACE ENCLOSURE I. CONTRACTORS SHALL ADHERETO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES.7 BLOCK OUT FRAMING FOR20'X30'AT J. DO NOT SCALE DRAWINGS 8 PATIO DECK 4- CONC. SLAB 2%(MAX)1 K LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. BUILDING Q ALL PATIOS, TYP. L. ALL EXPOSED Gyp.BD. EDGES TO HAVE METAL EDGE TRIM, TYR. 9 HOSE BIBB, SEE PLUMBING PLANS M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. 10 FIRE RISER ROOM TO BE I -HR RATED N. PROVIDEMINIMUM OF [1)CRAWLS PACE ACCESS OPENINGS AND ATTIC ACCESS OPENINGS IN EACH QUADRANT TYPE W GWB 0 CEILING. PROVIDE A SI DIVIDED BY FIRESEPARATED WALLS. LETTERS STATING 'FIRE RISER ROOM' O. SEESHEETS A_341 -A_343 FOR FIRE RATING DETAILS. DOOR IN 1- rL DATE 05.16.16 JOB NUMBER 16156 DRAWN BY PMG � Roof V , -0. Second 111 '1 First Flc " -01 4 SOUth 3116„ = 11-01, ELEVATION GENERAL NOTES A ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. B. REFER TO CONSTRUCTION TYPE DETAILS AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. C. ALL VISIBLE EXTERIOR FLASHING TO BE PRE -FINISHED U.O.N., ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL, ALL EXPOSED CAULKING NOT PAINTED, TO MATCH ADJACENT MATERIAL FINISH COLOR. D. SUBCONTRACTORS TO PROVIDE I2'X17 MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNERS REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. E. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. F. OWNER OPTION: HARDBOARD SIDING AND TRIMS TO BE ENGINEERED HARDBOARD OR FIBER CEMENT SIDING AND TRIMS. ALL SIDING AND TRIMS TO BE CAULKED, PRIMED (OR PRE -PRIMED) AND PAINTED G. ALL UTILITIES TO BE SCREENED W/VINYL FENCING OR BELOW GRADE. COORDINATE WITH MECHANICAL DRAWINGS AS REQUIRED. H. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. � West EXTERIOR FINISH LEGEND THIS BUILDING USES THE SHERWIN WILLIAMS'RUSTIC REFINED' PALETTE. THE SECOND SWATCH UNDER EACH NUMBER IS THE TRUE COLOR. ❑ 1❑ LAP SIDING GENE GROVE -6'LAP SO YEAR ARCHITECTURAL ROOFING _❑7 TRIM: DOCENTBNDOWS 1X4 HORIZONTAL HORIZONTAL SHINGLE ACCENT BAND 1X12 PAINT INFO: ■ PAINT INFO: MFR: WIN COLOR NAME: HIGH REFLECTNE WHITE MFR: SNERWIN AIS ROO O CLAYS COLOR NAME: OD CLAY ❑ VERTICAL PLANK SIDING- COLOR NAME: ANCHORS AWEIGH AWEI - COLOR NO: SW2823 S 823 PAINT INFO: COLOR NO: SW 9178 ❑5 CULTURED STONE VENEER - ERIE -HERITAGE VENEER STONE © TRIM: HARDBOARD FASCIA 1XS PAINT INFO: MFR: SHERVAN WILLWAS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 ❑ RAILING/GUARDRAIL: RA ALUMINUM COMMERCIAL RAILING, BLACK ❑ HVAC SCREEN: 47 H CEDAR FENCING ne design CHTTECTURE 725 E 2nd St Meridian, ID 83642 CONSULTANT THS DOCUMENT IS THE PROPERTY OF NEUDBIGNARCHTECTME.I. AND S NOT TO 6E DLtPUCATED WTHONf WRITTEN AUTHORIZATION. O NEUDBIGN ARCHTECNRE LLC U J J Tl) E O = X L V/ W IV W U �lz PROFESSIONAL SEAL LK'vSED ARCHITECT AR 984486 ff ND. DESCR" M TATE 1 FOR PERMIT 1204.17 Exterior Elevations SHEEP A-21 1 DATE 05.16.16 JOB NUMBER 1615& DRAWN BY PMG ❑ II �I II VERTICAL :�SHERWIN FO MFRWILl1AlASS COLOR NAME: HIGH REFLECTNE WHITE COLOR NO: SW7757 ❑ VERTICAL PLANK SIDING- 4' PLANKS VERTICAL PAINT INFO: MFR: SHERW S COLOR NAME: SPECIALECTAL GRAY COLOR NO: SW6277 ❑5 CULTURED STONE VENEER - ERIE -HERITAGE VENEER STONE © TRIM: HARDBOARD FASCIA 1XS PAINT INFO: MFR: SHERVAN WILLWAS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 ❑ RAILING/GUARDRAIL: RA ALUMINUM COMMERCIAL RAILING, BLACK ❑ HVAC SCREEN: 47 H CEDAR FENCING ne design CHTTECTURE 725 E 2nd St Meridian, ID 83642 CONSULTANT THS DOCUMENT IS THE PROPERTY OF NEUDBIGNARCHTECTME.I. AND S NOT TO 6E DLtPUCATED WTHONf WRITTEN AUTHORIZATION. O NEUDBIGN ARCHTECNRE LLC U J J Tl) E O = X L V/ W IV W U �lz PROFESSIONAL SEAL LK'vSED ARCHITECT AR 984486 ff ND. DESCR" M TATE 1 FOR PERMIT 1204.17 Exterior Elevations SHEEP A-21 1 DATE 05.16.16 JOB NUMBER 1615& DRAWN BY PMG �Ro gof -0' Second a -o' Flrel Flc 'o' -9 ELEVATION GENERAL NOTES A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLYTO ALL ELEVATIONS. B. REFER TO CONSTRUCTION TYPE DETAILS AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. C. ALL VISIBLE EXTERIOR FLASHING TO BE PRE -FINISHED U.O.N., ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL, ALL EXPOSED CAULKING NOT PAINTED, TO MATCH ADJACENT MATERIAL FINISH COLOR. D. SUBCONTRACTORS TO PROVIDE 12 X 17 MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. E. VERIFYALLFINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. F. OWNER OPTION: HARDBOARD SIDING AND TRIMS TO BE ENGINEERED HARDBOARD OR FIBER CEMENT SIDING AND TRIMS. ALL SIDING AND TRIMS TO BE CAULKED, PRIMED (OR PRE-PRIMED)AND PAINTED G. ALL UTILITIES TO BE SCREENED WIVINYL FENCING OR BELOW GRADE. COORDINATE WITH MECHANICAL DRAWINGS AS REQUIRED. H. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. EXTERIOR FINISH LEGEND THIS BUILDING USES THE SHERWIN WILLIAMS *RUSTIC REFINED' PALETTE. THE SECOND SWATCH UNDER EACH NUMBER IS THE TRUE COLOR. ❑ LAP SIDING OLIVE GROVE -6 -LAP ❑ SD YEAR ARCHITECTURAL ROOFING HORIZONTAL HORIZONTAL SHINGLE ■ PAINT INFO: MFR: SHERWIN WILUAMS COLOR NAME: ROCKWOOD CLAY COLOR NO: SW2823 D ❑2 BOARDABBATTEN- OUTERBANKS- ERIE-HEDSTONEVENEER- ERIE -HERITAGE VENEER STONE II VERCAL �I PAIINNTI INFOOTYSHERWIN 6I WILLWMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 ❑ VERTICAL PLANK SIDING- ©TRIM: HARDBOARD FASCIA IXB 4*PLAN 4*PLANKSVERTICAL PAINT INFO: PAINT INFO: MFR: SHERWIN WILLIAMS MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NAME: SPECIAL GRAY COLORNO: SW7757 COLOR NO: SW 6277 ❑ TRIM: WINDOWS 1X4 ACCENT ACCENTBAND 1X12 PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: ANCHORS AWEIGH COLOR NO: SW 9179 Floor Plan Notes No. -- --- -- - - - - Note Conteh 1 BLOCK OUT FRAMING FOR 20'X30'CRAWL SPACE ACCESS. 2 GRADES 0 ENTRY DOORS TO BE NO MORE THAN 1.5-A IN ALL DIRECTIONS FOR A MIN. DISTANCE OF 5'-0' PERPENDICULAR TO DOORS 3 PROVIDE FIRE EXTINGUISHER IN CABINET @ EACH LEVEL_ 4 FURNACE REFER TO MECHANICAL PLANS 5 HOT WATER HEATER REFER TO MECH. DRAVANGS _ 6 PATIO DECK 4 CONC. SLAB 2'A(MAX) SLOPE AWAY FROM BLDG 0 ALL PATIOS TYP. 7 HOSE BIB, SEE PLUMBING PLANS. 8 FIRE RISER ROOM TO BE WALLS, (2) LAYERS SAI' TYPE W GWB @ CIL NG PROVIDE A SIGN ON THE DOOR IN 1- LETTERS STATING'FIRE RISER RCOM-. 9 BALCOFIBERGLASS REIN ORCINGLIGHTWE GHTOVER CONWATERETE VW PROOF FIBERGLASS REINFORCING OVER WATERPROOF MEMBRANE ON 3/4' TBG OSB FLOOR SHEATHING & HARDBOARD VENTED SOFFIT PANEL TO THE UNDERSIDE OF FLOOR (0 APPLICATIONS ABOVE EXTERIOR SPACE BELOW. W,2%(MAX) SLOPE AWAY FROM BUILDING, TYPICAL. 10 GUARDRAIL -4T H. WALL LEGEND BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 20095021 -AREA, BUILDING. The ems I duded within sumondirg exterior walls (or exterior vals and ire wals) exdusNe of vent shafts and mums. First Flmr 4,227 sf Second Fbor 4.273s TOTAL 8,500 at Gross Building Area: The area Includes the exteHa 11s to the face of extedor finish. Used to cad -late mll b",n cost bank appraisal, and fax assessor value ■ IV gin■■�� ©�NEW., po MM M i■w■w■�■�■www �� � lie' ';i ■�� ` ■� Bedroom • e e 122 SF■ ■. 3 _ �■■7III : I �a 0111111 it Closet ek� Of Cl set 1 F � • �� oil LM MIN Bedroom Bedroom 101 SF 103 SF Mill mil[-�►• _ .... -- - _ '�� � _ � ����°alb � +�v�'' �, o� , E,,, �! • 1 � � a� �►�i - 0 I Ii 7 First Floor 4,489 sf EXTERIOR WALL -HARDBOARD SIDING, MOISTURE 1 A BARRIER YVEKAPPROVED EQ. W/ MIN. 50 PERM. /"1 RATING), 1 /T OSB, 2X6 WOOD STUD, BATT TOTAL 8,996 sf INS"..(R-21), W/ 5/e" GWB INTERIOR. REFER I INSTALLATION. TO EXTERIOR ELEVATIONS FOR FINISHES. B. 1.@EXTERI0R CONDITION. THE 5/8 -TYPE W INTERIOR GWB SHALL BE REPLACED W/ 1/2' OSB, MOISTURE F.O. STRUCTURAL MEMBERS, NOTTO F.O. FINISH MATERIALS). BARRIER, & HARDPLANK SIDING) C. EXTERIOR WALL - (V311 MR FIRE -RATED) p CEMENTITIOUS SIDING, MOISTURE BARRIER(TYVEK 113 OR APPROVED EO.), 5/6'TYPE W EXTERIOR GWS. E. TIT OSS, 2X6 WOOD STUDS, BATT INSULATION IR -21) W/ IIT MIL RESILIENT CHANNEL @ 24' O.C., ABOVE. W/ 5/6'TYPE'X GWB INTERIOR. REFER TO F. EXTERIOR ELEVATION FOR FINISH. I-GEXTERIOR DIVIDING CONDITION. THE 5/e' TYPE W INTERIOR TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 24o.c. GWB SHALL BE REPLACED W/ I/T OSB, MOISTURE H. BARRIER, & HARDPLANK SIDING) EXT RIORSTON WALL- MFR. STONE VENEER, 1 _ MOISIURE BARRIER. 1/T OSB, 2x6 WOOD STUD ® 2C I. O.C. 2ASTANDARD WALL- 2X4 WOODSTUD 024'0.C. CODES. W/ 5/8' GW B EACH SIDE. 2 STANDARD/PLUMBING WALL -2X6 WOOD STUD 24' O.C. W/ 5/8' GW B EACH SIDE. K LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. SEPARATION WALL -(U3DS 1 -HR FIRE RATED) 2X6 2 WOOD SND 43 24' O.C. W/ 5/WTYPE'X GWB EACHSIDE. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. PARTITION WALL- (U305 IHR FIRE RATED) 2x8 SILL 3A PLATE W/ 2X6 STAGGERED STUD CONSTRUCTION: (1) LAYERS/GWB OVER WOOD SND ONE •-- -'--'- - _ '- SIDE &1/T RESIUENT CHANNEL UNDER 5/B'TYPE'X' O. GW a OPPOSITE SIDE. BATT INSULATION FILL 'ALTERNATIVE FOR 1 -HR EXTERIOR WALL UTILIZE LP FIRE RATED PLYWOOD IN PLACE OF OSB & EXT. GWB TO REMAIN I -HR RATING (U348) BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 20095021 -AREA, BUILDING. The ems I duded within sumondirg exterior walls (or exterior vals and ire wals) exdusNe of vent shafts and mums. First Flmr 4,227 sf Second Fbor 4.273s TOTAL 8,500 at Gross Building Area: The area Includes the exteHa 11s to the face of extedor finish. Used to cad -late mll b",n cost bank appraisal, and fax assessor value ■ IV gin■■�� ©�NEW., po MM M i■w■w■�■�■www �� � lie' ';i ■�� ` ■� Bedroom • e e 122 SF■ ■. 3 _ �■■7III : I �a 0111111 it Closet ek� Of Cl set 1 F � • �� oil LM MIN Bedroom Bedroom 101 SF 103 SF Mill mil[-�►• _ .... -- - _ '�� � _ � ����°alb � +�v�'' �, o� , E,,, �! • 1 � � a� �►�i - 0 I Ii 7 First Floor 4,489 sf GENERAL NOTES -FLOOR PLANS: 3acorM Floor 4.507sf A DIMENSIONS IN FIELD AND NOTIFYARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR VETALLA TOTAL 8,996 sf I INSTALLATION. B. TYPICAL DIMENSION LOCATIONSARETO F.0.CONC. orGRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOTTO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4' FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL SND FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 24o.c. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALLADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN -BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQT)PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. O. PROVIDE MINIMUM OF (2) CRAWL SPACE ACCESS OPENINGS AND ATTIC ACCESS OPENINGS IN EACH QUADRANT P. DIVIDED BY FIRE SEPARATED WALLS. SEE SHEETS A341 -A-043 FOR FIRE RATING DETAILS GENERAL CONDITIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDINGIRESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTYAND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFYARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED'OR EQUIVALENT' AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACEALLREINFORCING ASPER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENT/STEM WALLS BEFORE BACKFILLING 3. PROVIDEMIN.18-CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. S. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 558 FELT. 6. MUDSILLS TO BE 2. PRESSURE TREATED WOOD OR REDWOOD. 7. T RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE. CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2 SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0I.B.C. TYPICAL PLYWOOD NAILING WITH BD NAILS ®6-O.C. AT EDGES AND 12 O.C. ON INTERIOR. 4. GUARDRAILS TO BE 4T HIGH WITH MAXI MUM OPENING SPACES SO THAT 4- SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO.2 & BETTER KD DOUGLAS FIR -LARCH B. PLATES, BLOCKING & BRIDGING, ETC. NO.3 &BETTER KD DOUGLAS FIR -LARCH C. STUDS STUD GRADE KD DOUGLAS FIR -LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 7116* INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF I/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 60% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOWL 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE T RIGID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALLWINDOWS WITHIN I6' OF FLOOR OR WITHIN 24.OF DOORS ARE TO BE TEMPERED. ALL GLAZING W/AN EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN SSF SHALL BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'4Y A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALLVANDOWSON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL T024- MUST HAVE 4' MAX OPENING OR OTHER FALL PROTECTION. ne design G, -r TECTURE 725 E 2nd St Meridian, ID 83642 CONSULTANT P1 M DOC UMENI 6 TIE PROPERLY OF NM0MN ARCHITECTURE LLC AND 6 NOT TO SE DUPLICATED WI1110UT W RAIN AUTHORIZATION. O NEVOESIGH ARCHITECTURE LLC U J 0 0 N w U PROFESSIONAL SEAL LICENSED ARCHITECT AR 9a4486 AM6 L ESCO S( L. DAfq W. DESORPTION DATE First Floor SHEFL A-111 DATE05.16.16 JOB NUMBER 16156 DRAWN BY PMG Floor Plan Notes No.Note Content ----- 1 'BLOCK OUT FRAMING FOR 20'X30'CRAWL SPACE ACCESS. 2 GRADES @ ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A MIN. DISTANCE OF V -0' PERPENDICULAR TO DOORS 3 PROVIDE FIRE EXTINGUISHER IN CABINET 49 EACH LEVEL 4 FURNACE, REFER TO MECHANICAL PLANS 5 HOTWATER HEATER REFERTO MECH. DRAWINGS 6 PATIO DECK 4- CONC. SLAB 2%(MAX) SLOPE AWAY FROM BLDG Q ALL PATIOS TYR. 7 HOSE BIB, SEE PLUMBING PLANS. 8 FIRE RISER ROOM TO BE WALLS, (2) LAYERS SW TYPE 7C GWB 41 CIUNG. PROVIDE A SIGN ON THE DOOR IN 1' LETERS STATING -FIRE RISER ROOM'. 9 BALCONY DECK 3' LIGHTWEIGHT CONCRETE W/ FIBERGLASS REINFORCING OVER WATERPROOF MEMBRANE ON3/0 TSG OSB FLOOR SHEATHING E HARDBOARD VENTED SOFFIT PANEL TO THE UNDERSIDE OF FLOOR JOIST (� APPLICATIONS ABOVE EXTERIOR SPACE BELOW. 216(MAX) SLOPE AWAY FROM BUILDING, TYPICAL. T 10 GUARDRAIL-4HH. ...... ................ . .. 2A A-211 3 I e � ■ , tl � � fi fit S FBI Ell Nil�� 0 � � � 0 IN Bedr1 . . 2 la s- ® L! ' 1 - + � � `• ' � � -11111111 1,1 IMVEK APPROVED EQ. W/ MIN. 50 PERM. Hall i TO EXTERIOR ELEVATIONS FOR FINISHES. . RATING), 117'OSR, 2X6 WOOD STUD, BATT•INSULATION (R-21). W/ 518" GINS INTERIOR. REFER A 62 SF BARRIER, L HAR PLANK SIDING) _ GWB SHALL BE REPLACED W1I/TOSBMOISTURE '■�. " C� \{,y p 11�� 11 Fy ®+ L I^_I . ��I I' t ISM I AM., I % 1 • 1 cy CCC �1( I�I- _ Z� 1 Lv • 1. � ^ � � �y� {1■ •IZ� 1 - + r-- � L CI% � 164 SF woll Pedroom room n, 7� ®I � Wim -' � MEE. I EXTERIOR WALL (V31I I -HR FIRE -RATED) CEMENTITIOUS SIDING, MOISTURE BARRIER (TYVEK OR APPROVED EO.). 5/8' TYPE W EXTERIOR GWB, I/T OSB, 2X6 WOOD STUDS. BATT INSULATION (R-21) W/IlT MTL RESILIENT CHANNEL 43 24.O.C., W/ 5/8' TYPE X GWB INTERIOR. REFER TO EXTERIOR ELEVATION FOR FINISH. ('ITEXIERIOR DIVIDING CONDITION, THE 5/B'TYPE W INTERIOR GWB SHALL BE REPLACED W/ 1/7 -OSB, MOISTURE BARRIER, 8 HARDPLANKSIDING) E%IERIOR STONE WALL -MFR. STONE VENEER, MOISTURE BARMHt.I/TOSB, 2x6 WOOD STUD Q 24- A-211 O.C. STANDARD WALL- 2X4 WOOD STUD ® 24" O.C. W/ SIT GWB EACH SIDE STANDARD/PLUMBING WALL -2X6 WOOD STUD 24" O.C. W/ 5/B" GWB EACH SIDE, SEPARATION WALL- (U305 1 -HR FIRE RATED) 2X6 WOOD SND N 24" O.C. W/5/9'TYPE 'X GWB EACH SIDE. 3A PARTITION WALL- (U305 I HR FIRE RATED) 2 E SILL PLATE W/ 2X6 STAGGERED STUD CONSTRUCTION: (I I LAYER 5/B'TYPE "X' GW B OVER WOOD SND ONE SIDE & I/2' RESILIENT CHANNEL UNDER 5/8'TYPE"X' -d GWB OPPOSITE SIDE BATT INSULATION FILL. 'ALTERNATIVE FOR 1 -HR EXTERIOR WALL UTIUZE LP FIRE RATED PLYWOOD IN PUCE OF OSB S EXT. GWB TO REMAIN I -HR RATING JU348) GENERAL NOTES -FLOOR PLANS: A VERIFY ALLDIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.D.CONIC. or GRID LINES or LEFT/FOP SIDE OF F.O. STUD. U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4'FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE F. TYPICALINTERIOR WALLS TO BE 2x4WOOD STUDS@24-o.o. G. TYPICAL EXTERIOR WALLS TO BE 24 WOOD STUDS @ 24o.c. H. ALL EXT. WALLS SHALL BE 2.6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYR. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN -BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REO'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. O. PROVIDE MINIMUM OF (2) CRAWL SPACE ACC ESS OPENINGS AND ATTIC ACCESS OPENINGS IN EACH QUADRANT DMDE13 BY FIRE SEPARATED WALLS. P. SEE SHEETS A341 -A343 FOR FIRE RATING DETAILS GENERAL CONDITIONS 1. ALLWORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDINGIRESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED'OR EQUIVALENT -AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. WATERPROOF BASEMENTISTEM WALLS BEFORE BACKFILLING 3. PROVIDE MINIS' CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 4. COVERENTIRE CRAWL SPACE WITH 2O MIL. VAPOR BARRIER, WRAP UP FOOTINGS. S. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 550 FELT. S. MUDSILLS 70 BE 2x PRESSURE TREATED WOOD OR REDWOOD. 7. T RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE. 4 M211 CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR VYINDOWAND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE ISM P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE ASPER TABLE 26-0 I.B.C. TYPICAL PLYWOOD NAILING WITH BD NAILS® Sr D.C. AT EDGES AND 1T O.C. ON INTERIOR. 4. GUARDRAILS TO BE 47 HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4' SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A POSTS, BEAMS, HEADERS, JOISTS E RAFTERS NO.2 S BETTER KD DOUGLAS FIR -LARCH 8. PLATES, BLOCKING & BRIDGING, ETC. NO.3 &BETTER KD DOUGLAS FR -LARCH C. STUDS STUD GRADE KD DOUGLAS FIR -LARCH D. POST 6 BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 7116' INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS TRAN450 2. PROVIDE A TOTAL OF 1rJ00 OF ATTIC AREAVENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALLEXTERIORWINDOWS TO BE DOUBLE GLAZED, LOW -E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. S. PROVIDE 2'RIGID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN 1&* OF FLOOR OR WITHIN 24' OF DOORS ARE TO BE TEMPERED. ALL GLAZING W/ AN EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN SSF SHALL BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPS UM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO &'4Y A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24' MUST HAVE 4' MAX OPENING OR OTHER FALL PROTECTION. i A-211 14D ne rdesign 725E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUMBB IS THE PROPERTY OF NEUDESIGN ARCHITECTURE LLC AND ISNOT TO BE DUPLICATED WITHOVf WRITTEN AUTHORIZATION. ONEUDESIGN ARCHOECTURE LLC Z N W IJ Lu PROFESSIONAL SEAL rl ICE145ED ARCHITECT AR 984486 0607.16 ANTES L BCO STATE OF DAHO ND. DESCRIP DOTE A Derfgt O607.16 D_elop-t Second Floor SHEET A-112 DATE 05.16.16 JOBNUMBER 16156 DRAWN BY PAG ,2, Flrsl Floor UML-I, 4 SDulh 3/t ZRO U L'J �� _j LIl III [fl 12 L — J/TO"=I_U EXTERIOR FINISH LEGEND Z 101- 11 LAP SIDING- 6- LAP HORIZONTAL © TRIM: HARDBOARD FASCIA 1X8 PAINT INFO: PRIM INFO: ■ MFR: SHERWIN WILLIAMS ,2, Flrsl Floor UML-I, 4 SDulh 3/t ZRO U L'J �� _j LIl III [fl 12 L — J/TO"=I_U EXTERIOR FINISH LEGEND 11 LAP SIDING- 6- LAP HORIZONTAL © TRIM: HARDBOARD FASCIA 1X8 PAINT INFO: PRIM INFO: ■ MFR: SHERWIN WILLIAMS MFR: SHERWIN WILLIAMS COLOR NAME: ROOKWOOD CLAY COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW2823 COLOR NO: SW2823 FF_ ❑2 BOARD AND BATTENSIDING- ❑7 TRIM: OUTERBANKS-VERTICAL BATTENS Z-0- DOORS&WINDOWS IX' ROOT O.C. ACCENT BAND 1X12 V '119' fI {I II PAINT INFO: PAINT INFO: MFR: SHERWIN WILLIAMS MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NAME: ANCHORS AWEIGH COLOR NO: SW7767 COLOR NO: SW9179 -jr F3 VERTICAL PLANK SIDING - e PLANKS VERTICAL PAINT INFO: MFR: SHERWIN WILLIAMS SOOOnSBOOrI .. _ik COLOR NAME: SPECIAL GRAY COLOR NO: SW 6277 ❑ SO YEAR ARCHITECTURAL ROOFING SHINGLE CULTURED STONE VENEER - ERIE -HERBAGE VENEER STONE �—fnl F,100, I ne design cr.ITEcruT 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUMENT IS TIE PROPERIY OF NEUDES NARCHITECTURELLCAND B HOTTO BE DIRLICATED WRMOUf WRMINA THORUATION. ONEUDESIGN MCHIIECTMtE LLC U J vi 0 = x c 7 00 N � o I = � � � D W c Z L) PROFESSIONAL SEAL rl LICENSED ARCHITECT ff 17 NO. DES ION DATE 1 CZC/DR 04.17.17 Exterior Elevations ET A-21 1 DATE 05.16.16 JOB NUMBER lelsc DRAWN BY PMG Rio, V 11 g1. 11 � 4 SOulh 3/1611= 11_01, /First Floor V 100'-011— 3 9 East 5 2 1 2 4 1 3/1811= 11.01, EXTERIOR FINISH LEGEND 1� UIP SIDING- 6' LAP HORIZONTAL © TRIM: HARDBOARD FASCIA 1XS ® PAINT INFO: MFR: SHERWIN WILLIAMS COLOSW2823R NAME: OD CLAY COLOR NO: SW2823 PAINT INFO: MFR: SHERWINWILLWAS COLOR NOME: HIGH REFLECTNE WHITE COLOR NO: SW2823 2❑ BOARD AND BATTEN SIDING- OUTERBANKS BATTENS 2'-O' �7 TRIM: DOORS WIN X1 S IX4 II PAINT INFO: PAINT IN O MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTNE WHITE MFR: SHERWIN WILLIAMS COLOR NAME: ANCHORS AWEIGH COLOR NO: SW9179 1 COLOR NO: SW7757 EPLANKS VER CALNG- 4'E F-81 RAILING ALUMINUM COMMERCIAL 4427 AL _ PAINT INFO: MFR: SPECIAL WILLIAMS COLOR NAME: SPECIAL GRAY COLOR NO: SW 6277 K HVAC/ CEDA RFEN: 4RI H CEDAR FENCING 4T H ❑ SD YEAR ARCHITECTURAL ROOFING SHINGLE ❑5 CULTURED HERITAGE VENEER STONE O;;, Q West 2 3 1, =11-9. ne ITECTUFiaesign CHE 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT R0; DOCUMENT 511E PROPERTY OF NEUDE9DN ARCHITECTURE, LLC AND S NOTTOIE DUPUCAJW WINIOUI WRDTEN AUMORIZ UION. O NWDFSIGN ARCHBECTURE LLC U J J C) C 0 = X co N � o I — c i \ O W 7C) '0 c O Z 0 PROFESSIONAL SEAL fl ENED � l ARCHucIILS{T Ib. DEscRIPTION -TE 1 CZC/DR 04.17.17 DATE 05.16.16 JOB NUMBER 16156 DRAWN BY BMG GENERAL CONDITIONS 1. ALL WORK SMALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDINGIRESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED' OR EQUIVALENT' AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). FOUNDATIONS 1. PLACE ALL REINFORCING ASPER A. .1. CODES AND STANDARDS 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 550 FELT. 3. MUDSILLS TO BE 2 s PRESSURE TREATED WOOD OR REDWOOD. CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER STRUCTURAL ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. MAILING SCHEDULE AS PER TABLE 2&0I.B.C. TYPICAL PLYWOOD MAILING WITH SD NAILS 44 S. D.C. AT EDGES AND 12' O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42 HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4'SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES AREAS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO.2 & BETTER KD DOUGLAS FIR4ARCH B. PLATES, BLOCKING d BRIDGING, ETC. NO.3 & BETTER KD DOUGLAS FIRAMCH C. STUDS STUDGRADE KD DOUGLAS FIR -LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E PLY SHEATHING CD DOUGLAS FIR PLY 321% INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE ATOTAL OF 1r" OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW -E. 4. ALL EXTEROR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. S. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN 18' OF FLOOR OR WITHIN 24' OF DOORS ARETO BE TEMPERED, 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'4T A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 9D CFM FAN EXHAUSTED TO THE OUTSIDE. GENERALNOTES - FLOOR PLANS: A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.D. CONC— GRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F. 0. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4'FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAS BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYP CAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24' ox. G. TYPICAL EXTERIOR WALLS TO BE 2x8 WOOD STUDS @ 24 o.e. H. ALL EXT. WALLS SHALL BE 2x8 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BO. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. P80MOE MINIMUM OF (1) ATTIC ACCESS OPENINGS. m - New I/T= 1'-(T BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 2009 502.1 -AREA, BUILDING. The area included wiltin —ding exterior walls (oreMeriorwdls ontl fire walls) exclAws of vent shafts and coeds. First Roor 312 $1 TOTAL 319 sf Gross Bulldina Area: The —includes the exleriorwails to the face of exterior fiv Used to calculle construction cost, baNc apprdsd, and tax ossessa value First Roof IEIlclosed) 369 sf F6st Boor IUn-enciosedl 541 sf TOTAL 910 If WALL LEGEND 4 i [,Mm ■ NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION U.N.O. 70 EXTERIOR WALL -SIDING (REFER TO EXT. ELEVATIONS), MOISTURE BARRIER (TYVEK OR APPROVED EO. w/MIN 50 PERM. RATING). I IT OSB, 2X6 WOOD STUD 41 16" o.c., BATT INSULATION (R-21), W/5/e' GW B INTERIOR, REFER TO EXTERIOR ftEVARON3 FOR FIMSHES STANDARD WALL- 2X4 WOOD STUD 0 24" O.C. w/ 5/B' GWB EACH SIDE nedesign 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT M DOCUMBR IS THE PROP ERTY OF NEIAESIGN ARCfRECTURE. LLC AND ISNOT BE DUPLK:ATED WITHOUT WRITTB1 AUTHORIZATION. e NEUDFSIGN MCHBECTURE LLC in 1 ,LLJ v Q J J_ W % N 7— Z Z >- w 0 LU Z J CQ U �'z < PROFESSIONAL SEAL LICENSED ARCHITECT AR 984486 08.18.17 JAMES L ESCOB STATEOFIDAIq M No. DESCRIPTION RITE 1 For CZC/DR 08.18.17 FIRST FLOOR PLAN A-111 DATE 2.13.2017 JOB NUMBER 16156 DRAWN BY AL is 5'-0' 6 4' 6" 7'-0' 7-0" 16•_0.• 4� - 6' 6' IA IDSA O MECH. STORAGE °2A N )05102 26 SF A 21 IF — —_ 2A ❑ , O, 'I a 103 OFFICE q 2 101 166 SF IA N t STORAGEI A1421 R.R. ; OTA b 104 17 IF (� i `- 495F 2A L b ® J L—. ® L U, IA 0 -- I O I - I i I � 6X6 WOOD COLUMN, TYP. - LS -3' 6" 4'-6" T-0` - New I/T= 1'-(T BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: IBC 2009 502.1 -AREA, BUILDING. The area included wiltin —ding exterior walls (oreMeriorwdls ontl fire walls) exclAws of vent shafts and coeds. First Roor 312 $1 TOTAL 319 sf Gross Bulldina Area: The —includes the exleriorwails to the face of exterior fiv Used to calculle construction cost, baNc apprdsd, and tax ossessa value First Roof IEIlclosed) 369 sf F6st Boor IUn-enciosedl 541 sf TOTAL 910 If WALL LEGEND 4 i [,Mm ■ NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION U.N.O. 70 EXTERIOR WALL -SIDING (REFER TO EXT. ELEVATIONS), MOISTURE BARRIER (TYVEK OR APPROVED EO. w/MIN 50 PERM. RATING). I IT OSB, 2X6 WOOD STUD 41 16" o.c., BATT INSULATION (R-21), W/5/e' GW B INTERIOR, REFER TO EXTERIOR ftEVARON3 FOR FIMSHES STANDARD WALL- 2X4 WOOD STUD 0 24" O.C. w/ 5/B' GWB EACH SIDE nedesign 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT M DOCUMBR IS THE PROP ERTY OF NEIAESIGN ARCfRECTURE. LLC AND ISNOT BE DUPLK:ATED WITHOUT WRITTB1 AUTHORIZATION. e NEUDFSIGN MCHBECTURE LLC in 1 ,LLJ v Q J J_ W % N 7— Z Z >- w 0 LU Z J CQ U �'z < PROFESSIONAL SEAL LICENSED ARCHITECT AR 984486 08.18.17 JAMES L ESCOB STATEOFIDAIq M No. DESCRIPTION RITE 1 For CZC/DR 08.18.17 FIRST FLOOR PLAN A-111 DATE 2.13.2017 JOB NUMBER 16156 DRAWN BY AL is n TOP PLATE _ no' - a' n FINISH FLOOR _ North Colored 1/4" = 1'-0, e TOP 110' rh ( 100'-0 South Colors IM -1-0 n TOP PLATE _ 110'-0" rib , -FINISH FLOOR t _ oo' -_ o" East Colored 1/4 1'-0' rbLquTOP PLATE V — t10'-0' _ n. INISH FLOOR V ,IN 0' West Colored EXTERIOR FINISH LEGEND ❑ STANDING SEAM METAL ROOF ® FINISH INFO: GALVALUME MFR: _ r , I COLOR NAME: TUNDRA COLOR NO: SR.46SRI 52 R2 BO ARD AND BATTEN - OUTERBANKS - VERTICAL BATTENS 2'-0' O.C. PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 TRIM: HARDBOARDFASCIAIXB ACCENT BAND 1X12 COLUMNS PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: ANCHORS AWEIGH COLOR NO: SW 9179 ne design 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUTAENI IS THE PROPERTY OF PINDBIG14 ARCHITECTURE. LLC ANDS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. ® NEUDESIGN ARCHITECTURE LLC Lu O 2 CID J U Lu g J W o 7r w Z W n W C) Z J < w Q Q T PROFESSIONAL SEAL E T 6 8.17 NO. DESmpn- DATE I EOI CZC/DR 08.18.17 COLORED ELEVATIONS A-212 DATE2.10.2017 JOB NUMBER 16156 DRAWIJ BY AL!