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HomeMy WebLinkAboutPZ - Arch Plans VICINITY MAP SITE DATA :RHEES `` :Zhr� .. = LOT NET AREA (AFTER SUBDIVISION):..........................143,215 S.F., 3.29 ACRES Y Z .._. averton Ln J �. PH CURRENT PARCEL NO.:......................................................................SO428449815 AN L �•n�'�dl I_►�r Garaganat�� -J U, _ CURRENT ZONING:...........................................................................................R-15 Z , , PROPOSED ZONING:.........................................................................................R-15 THEARICHITECTSOFFI(EF d i _ a R-15 ZONING: REQUIRED PROPOSED -h . Iw f r _ y J STREET LANDSCAPE BUFFER (NORTH):........... 10 FT. 10 FT. 499 MAIN STREET (208) 343 2931 N I L1 '' -C L✓ arq Ln _ _ .v I rla — z BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M STREET LANDSCAPE BUFFER (EAST): 35 FT. 46 FT. I. y R'1 - - Y r)i STREET LANDSCAPE BUFFER (SOUTH):........... 35 FT. 35 FT. -------------- -- - • PARKING SETBACK:.......................................... 5 FT. 10 FT. W . D A P H N E S T . _ STREET BUILDING SETBACK (NORTH):............. 10 FT. 10 FT. - - STREET BUILDING SETBACK (EAST):................ 35 FT. 46 FT. Tlf Wk STREET BUILDING SETBACK (SOUTH):............. 35 FT. 35 FT. — BUILDING SETBACK ES 10 FT 15 FT �- A't.,of 1 --------------------- ti fl� APARTMENT :............................ . MAXIMUM BUILDING HEIGHT: 40 FT 30 FT LPROJECT OCATION ';1 _ ��MAP LOCATION z w o ph.n s? 1 ----------- i _ _ MAXIMUM DENSITY (RESIDENTIAL UNITS) ALLOWED: 15 UNITS PER ACRE _ _ - - — — i ST t LII- II1 I I ; _ r — i ALLOWED PROPOSED I I NUMBER OF UNITS:......................................... 65 44_1 — , -------------- BUILDING L BUILDING TYPE 2-2 BUILDING A ELEVATION B BUILDING TYPE 2-2- CD ELEVATION A it I I i t i I I ii I ii l i i it l i I I iI -----------' AERIAL MAP z PROJECT � it I I t = R:.. . ► I I i r1 n Si. 7— I BUILDING K ;I I a / H BUILDING TYPE 3-1 m m _1 JUMP CREEK E •_•�' w Daphne Sty , z W; ; BUILDING B DEVELOPMENT DATA L BUILDING TYPE 2-1 SOUTH _ . . 7 T- __- -'--' - ' ar n'1 —— ELEVATION B it W APGAR ST � � LEVA > — — ----- z o m NUMBER OF APARTMENT BUILDINGS:................................................................. 11 1 Z I APARTMENT BUILDING TYPE 2—I: 4 UNITS: 2—BED x 2—BATH (2x2-1) APARTMENT S - '�� � .e ,19.c• �� I � i CARPORT K MAILBOX III 4 UNITS x 3 BUILDINGS = 12 UNITS w o LOCATION I t _ CARPORT J o- I APARTMENT BUILDING TYPE 2-2: 4 UNITS: 2—BED x 2—BATH (2x2-2) ' "' N. BLACK CAT RD. & . . I 4 UNITS x 6 BUILDINGS = 24 UNITS 'v � I �� I � T ,t ��' �� Z PROJECT I I i ] 0 0 .I APARTMENT BUILDING TYPE 3-1: 4 UNITS: 3-BED x 2-BATH (3x2-1) W. McMILLAN RD. SITE I ` BUILDING C W MERIDIAN, IDAHO 83646 BUILDING TYPE 2-2 CD r y ELEVATION B I;I I a 4 UNITS x 2 BUILDINGS = 8 UNITS I t , W Rig UILDING • I I it i - — — BUILDING TYPE a-1 TOTAL UNIT MIX 44 UNITS I oa m a. M C7 1 1 ° I a 2-BED x 2-BATH (2x2): 36 UNITS i - r --------- it - '� -/ . ��-� '` :-�.' - _ - . I I i I � ❑ �i � � 3-BED x 2-BATH (3x2): 8 UNITS . . tv McMillan ftd v I �, o oe® it i *:..........................-_--- --_' I TOTAL BUILDING FOOTPRINT/PATIO AREA 33,511 S.F. (23%) - 6, -01 BUILDING it AREA*: %) B D I TOTAL HARD SURFACE EA* 38 834 S.F.S F (2 BUILDING TYPE s + SHELTER B of BUELEVATION A2 AREA*: 0,8 _ PICNIC BUILDING H 1 I I � BUILDING TYPE 2-2- TOTAL LANDSCAPE AR 7 70 S.F. (50%) ply _ I ELEVATION B AREAS ARE APPROXIMATE AND BASED ON THE NET LOT AREA. SEAL m OFFICE it I I 'll 1 \� - - — — 1 1 W. RIVA CAPPI ST. — — GATED I FIRE N . MAPLESTONE DR. — 1 BUILDING E ACCESS — CARPORT G CARPORT F -BUILDING TYPE 2-2 __ __ - F_ — —— y ELEVATION A This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. I c THE ARCHITECTS OFFICE, PLLC I I � ,J PARKING ANALYSIS FIDATE BUILDING F ® BUILDING G ® BUILDING TYPE 2-1 PARKING REQUIRED PER PLANNING AND ZONING CODE: MARCH 17, 2023 BUILDING TYPE 2-2 ELEVATION B I V ELEVATION UNIT NUMBER PARKING PARKING FILE NO. ———' 20-707 AS1.0 ——— / TYPE UNITS RATIO REQUIRED DRAWN 2—BEDROOM 36 2.0 PER UNIT 72 MATT RHEES I 3 BEDROOM 8 2.0 PER UNIT 16 — — GUEST PARKING 1 STALL PER 10 UNITS 5 REVISIONS _ _ .......... — OFFICE 400 S.F. 1 PER 500 S.F. 1 TOTAL PARKING REQUIRED:................................................ 94 TOTAL PARKING PROPOSED:..................................................... 100 W . M c M I L L A N RD . OPEN VAN—ACCESSIBLE STALLS (VA):................... 2 STANDARD STANDARD STALLS (S):........................ 54 OPEN COMPACT STALLS: (C)................................. 0 TYPE A ACCESSIBLE CARPORT STALLS: (AC)........ 1 STANDARD CARPORT STALLS (C):.......................... 43 PARKING RATIO:.................................. 2.27 PER UNIT SHEET OVERALL SITE PLAN SCALE: 1" = 40'-0" NORTH � ARCHITECTURAL OVERALL SITE PLAN GENERAL NOTES w . D A P H N E s T . _ _ _ _ _ KEYNOTES RHEES A. SUBDIVISION WAS CONSTRUCTED UNDER SEPARATE PERMITS. WORK INCLUDED ACHD R.O.W. - TYP 1. EXISTING PUBLIC R.O.W. (UTILITIES, ASPHALT ROAD, CONCRETE CURB & GUTTER, CONCRETE RUBY IMPROVEMENTS, UNDERGROUND UTILITY STRUCTURE (WATER, SEWER, POWER, GAS, COMMUNICATIONS, 1 SIDEWALK, CURB RETURN ENTRIES, PERIMETER LANDSCAPING, STREET LIGHTING, ETC.) PER JOSEPH ETC.) & FIRE HYDRANTS. CONTACT CIVIL ENGINEER TO REFERENCE SUBDIVISION DRAWINGS / SITE 2 TYP. SUBDIVISION DRAWINGS. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ANY SCOPE OF WORK THIS PUTMAN DEVELOPMENT DRAWINGS. - _ AREA. B. CONTRACTOR TO VISIT SITE AND VERIFY ALL EXISTING CONDITIONS AND EXISTING SPOT ELEVATIONS. - - - _ 2. EXISTING R.O.W. CURB RETURN ENTRY. PROTECT. MODIFY AS REQUIRED PER CIVIL DRAWINGS. FIELD VERIFY ALL SITE DIMENSIONS AND COORDINATE NEW WORK AS REQUIRED WITH EXISTING I �_ 15 - - CONDITIONS. REPORT ANY DISCREPANCIES TO THE OWNER ARCHITECT OR CIVIL ENGINEER. r(t � n,P �' 22 33LANDSCAPNG PER EXISTING R.O.W. NLANDIAPEDRAWNG PRESERVE AND PROTECT, MODIFY AND ADD ADDITIONALTHE ARCHITECTS0FFICEC. CONTRACTOR TO NOTIFY LOCAL DIG-LINE SERVICE PRIOR TO ANY EXCAVATION. CONTRACTOR TO iCOORDINATE WITH ALL UTILITY COMPANIES FOR THE LOCATION, ROUTE AND CONNECTION OF ALL _ _ _ _ _ _ _ TYP. 4. SEE CIVIL FOR INTERNAL SUBDIVISION PROPERTY LINE LOCATIONS. 499 MAIN STREET (2 0 8) 3 4 3 2 9 31 NEW AND EXISTING UTILITIES FOR THIS PROJECT. ALL WORK TO CONFORM TO UTILITY COMPANY I - - o = _ STANDARDS, LOCAL CODES AND ACCEPTED CONSTRUCTION PRACTICES. �,/ __ __ _--- - , o 0 ,' - - _- 5. E CLUBHOUSE PLAN AND DIMENSIONS. BOIS IDAHO 83702 T A 0 I D A H 0.C 0 M - -t - - - - A. CLUBHOUSE PATIO. L D. THE OWNER IS RESPONSIBLE FOR ALL SOILS TESTING AND ANALYSIS. ALL SOILS INFORMATION TO I I i s s 18B BE OBTAINED FROM THE OWNER OR CIVIL ENGINEER. REFER TO THE GENERAL STRUCTURAL NOTES I ,�' s o o - - 6. TWO-STORY, 4-UNIT APARTMENT BUILDING. FOR SOIL CONDITION REQUIREMENTS. THE CONTRACTOR IS REQUIRED TO DO ALL NECESSARY �� ,' SOILS MODIFICATIONS TO MEET THE STRUCTURAL REQUIREMENTS OF THE FOUNDATION. .�` ��' A. SEE SHEET AA2.0 FOR BUILDING TYPE 2-1 PLANS AND DIMENSIONS � 1 ------------ I m E. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT DESIGN AND BEST I - -0 s ° B. SEE SHEET AA2.1 FOR BUILDING TYPE 2-2 PLANS AND DIMENSIONS. MANAGEMENT PRACTICES TO BE IMPLEMENTED DURING CONSTRUCTION. BUILDING L9_0' C. SEE SHEET AA2.2 FOR BUILDING TYPE 3-1 PLANS AND DIMENSIONS. F. REFER TO CIVIL DRAWINGS FOR CIVIL RELATED CONSTRUCTION AND EROSION AND SEDIMENT - BUILDING TYPE 2-2 �I BUILDING A D I 7. TYPE A UNIT LOCATION. CONTROL REQUIREMENTS. ELEVATION B - 10 Q �I I ` BUILDING TYPE 2-2 ;I G. REFER TO LANDSCAPE DRAWINGS FOR ALL LANDSCAPING REQUIREMENTS. - 6B Q ELEVATION A 21,II °� A. 2x2-1A TYPE A UNIT PER 2 AA3.0. -0 25'- " / H. REFER TO ARCHITECTURAL FLOOR PLANS FOR BUILDING LAYOUT AND DIMENSIONS. I I o m DI I y 66 8. ASPHALT DRIVE AISLE AND PARKING LOT WITH CONCRETE CURB AND PERIMETER CONCRETE s»'-0" 25'-0" I 17'-0°c h'-0" II " I. REFER TO ELECTRICAL SITE PLAN FOR ALL ELECTRICAL NOTES AND INFORMATION. m - SIDEWALK. ALL DRIVE AISLES ARE 26-0 WIDE U.O.N. SEE DETAIL 2/AS2.0 FOR TYPICAL J. DIMENSIONS ON THE ARCHITECTURAL SITE PLAN INDICATE DIMENSIONS FOR PARKING LOT AND I s O' I c I 1g it PARKING / DRIVE AISLE DIMENSIONS. PARKING STALL KEY: STANDARD OPEN PARKING STALL (9'-0" x 19'-0" U.N.O.). BUILDING SETBACKS AND BUILDING SEPARATIONS. SEE CIVIL PLAN FOR FINAL SITE DIMENSIONS 18B I I - FOR THE LOCATION OF ALL SITE IMPROVEMENTS. NOTIFY CIVIL ENGINEER AND ARCHITECT IF _ _ � I �� 0 20 _� 20 DISCREPANCIES OCCUR. THE FOLLOWING RE TYPICAL DIMENSION STANDARDS: STANDARD OPEN ACCESSIBLE PARKING STALL (9'-0" x 19'-0" U.O.N.) 8'-0" WIDE MIN. M Z o o i i 1). THE MINIMUM DISTANCE BETWEEN AN APARTMENT BUILDING TO A PROPERTY LINE IS 10'-2". 21 19 20 20 STANDARD CARPORT PARKING STALL (9'-0" x 19'-0" U.N.O.). 2). THE MINIMUM DISTANCE BETWEEN BUILDINGS (APARTMENT OR CLUBHOUSE) IS 20'-4". I TYP. 6C v 18A o - STANDARD CARPORT ACCESSIBLE PARKING STALL (9'-0" x 19'-0" U.O.N.) 8'-0" WIDE MIN. 3). THE MINIMUM DISTANCE BETWEEN AN APARTMENT BUILDING AND A CARPORT IS 15'-0". O s a 10 21 9. OPEN ACCESSIBLE PARKING STALL PER DETAIL 3/AS2.0. PROVIDE 8'-0" MIN. WIDE VAN ACCESSIBLE 4). THE MINIMUM DIMENSION FOR STANDARDS OPEN PARKING STALLS IS 9'-0" WIDE X 19'-0" U.N.O. 17'-0" DEEP 15 -° BUILDING K Q I I TYP. LOADING STALL. PROVIDE "VAN ACCESSIBLE" AT SIGN. ASPHALT PARKING STALLS ARE SHOWN.* E BUILDING TYPE 3-1 s 18C s I MQ of 9 0° o W it I 10. PROPOSED CARPORT (N.I.C., SEE SHEET AS4.0). CARPORTS ARE DESIGN-BUILD BY THE CARPORT *PARKING STALL DEPTH CAN BE REDUCED BY 2'-0" TO OVERHANG A LANDSCAPE AREA OR I s Q o c I I VENDOR AND WILL BE A SEPARATE BUILDING PERMIT SUBMITTAL. SEE SHEET AS4.0 FOR BUILDING SIDEWALK IF THE MINIMUM WIDTH OF THE LANDSCAPE AREA OR SIDEWALK IN INCREASES IN J o Q W BUILDING B CODE / SETBACK REQUIREMENTS AND COMPLIANCE. DEPTH BY THE OVERHANG DISTANCE. SEE DETAIL 2/AS2.0. s z I c L - - BUILDING TYPE 2-1 11. ACCESSIBLE CARPORT PARKING STALL WITH ADJACENT LOADING ZONE STALL PER DETAIL 5/AS2.0. 5). ALL DRIVE AISLES ARE 26'-0" WIDE U.O.N. THE MINIMUM DISTANCE FOR ALL DRIVE AISLES T ELEVATION B NOTE: NO CARPORT POST IS ALLOWED BETWEEN ACCESSIBLE PARKING STALL AND LOADING ZONE PER CODE IS AS FOLLOWS: - --- _; STALL. COORDINATE WITH CARPORT VENDOR FOR LOCATION OF CARPORT POSTS. ACCESSIBLE PROJECT STANDARD ACCESS DRIVE AISLE: 20'-0" (IFC). ) z o m 21'iLo" 25'-0" STALL IS ASSIGNED TO THE ADJACENT TYPE A APARTMENT UNIT. ACCESSIBLE STALL IS NOT c c I s =s s ° REQUIRED THE PAINTED INTERNATIONAL ACCESSIBILITY SYMBOL ON THE STALL SURFACE AND IS NOT STANDARD PARKING LOT DRIVE AISLE: 24'-0" (CITY CODE). I I 10 I o o iI I REQUIRED AN ACCESSIBLE SIGN IN FRONT THE THE PARKING STALL. STANDARD PARKING LOT DRIVE AISLE BETWEEN CARPORTS: 24'-0" (IFC). I I L -O - J 12. OWNER OPTION: ADDITIONAL COVERED STALL TO BE USED FOR BICYCLE PARKING. PROVIDE STANDARD PARKING LOT DRIVE AISLE FOR FIRE DEPARTMENT AERIAL ACCESS: 26'-0" (IFC). 20'�0" (9) STALES AT T-0" EACH - 81'-0" 14 _i9��� it MULTI-BIKE RACK UNIT. JUMP CREEK " o o < TYP - - o 13. LIGHT CURVED DASHED LINE REPRESENTS MINIMUM FIRE APPARATUS VEHICLE MINIMUM TURNING DRIVE AISLE IN FRONT OF A FIRE HYDRANT: 26 0 (IFC). (9) STALES AT 9'-0" EACH = C�'-o" N _ � �- "' it CLEARANCES. INSIDE RADIUS: 28'-0". OUTSIDE RADIUS: 48'-0". K. ALL SIDEWALKS IN OPEN SPACE AREAS ARE SHOWN SCHEMATIC ONLY ON ARCHITECTURAL SITE ?g' 9' ;% o SOUTH PLAN. SEE CIVIL AND LANDSCAPE DRAWINGS FOR FINAL DESIGN, DIMENSIONS AND SLOPES. T - - _ CARPORT J _ - - �. i �� 14. CROSSWALK LOCATION IS PART OF THE ACCESSIBLE ROUTE. SEE GENERAL NOTE M SHEET AS1.0 L. ALL CONSTRUCTION MODIFICATIONS, REPAIRS OR CHANGES TO CURBS, GUTTERS, CURB RAMPS AND I r 10 o J4 17 it l I FOR SLOPE RESTRICTIONS. A P A R T M E N T S SIDEWALKS IN THE PUBLIC RIGHT-OF-WAY TO RECEIVE AGENCY APPROVAL PRIOR TO CONSTRUCTION s I I s s s T , 15. 4" CONCRETE SIDEWALK OVER 4" COMPACTED GRAVEL FILL. ALL SIDEWALKS ARE 5'-0" WIDE AND TO BE CONSTRUCTED PER AGENCY AND 1998 ICC-ANSI SECTION 406 STANDARDS. - - - - - _ ( . Z 1 U.O.N. ALL SIDEWALKS ARE CONSIDERED AN ACCESSIBLE ROUT U.N.O. SEE GENERAL NOTE M CO) 1 � M. ALL EXTERIOR SIDEWALKS, RAMPS, CURB RAMPS AND LANDINGS SHALL BE CONSIDERED AN -0 6B ;I 4 SHEET AS1.0 FOR SLOPE RESTRICTIONS. SIDEWALKS IN FRONT OF PARKING STALLS ARE 7'-0" ACCESSIBLE ROUTE AND SHALL COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 4. ALL NEW "'� o BUILDING C �P' WIDE U.O.N. SIDEWALKS AT BUILDING ENTRY ARE 9'-0" WIDE U.O.N. to SIDEWALKS SHALL HAVE A MINIMUM CLEAR WIDTH OF 44" AND A MAXIMUM SLOPE OF 1:20 (5%). Q 9'-0° s = r - s BUILDING TYPE 2-2 - l I " N. BLACK CAT R D. SIDEWALKS WITH A SLOPE GREATER THAN 1:20 SHALL BE A RAMP WITH A SLOPE OF 1:12 (8.3%) Z 16 0 c I ELEVATION B 21'' 0'1 25'-0" 1"' 16. CONCRETE PEDESTRIAN CURB RAMP PER CIVIL. 1:12 MAX SLOPE, 6 MAX. ELEVATION CHANGE. MAXIMUM, SHALL NOT SLOPE GREATER THAN A 6" RISE AND SHALL HAVE LANDINGS OF 5'-0" 11 1 1 1 300 17. TRASH ENCLOSURE. SEE ENLARGED PLAN 1-2/AS3.0. W. M C M I L LA N R D. MINIMUM AT EACH END OF THE RAMP IN THE DIRECTION OF TRAVEL. ALL SIDEWALKS MAY HAVE A T BUILDING J r3 18C Q b 11 I �' �� 0 - t CO) 18. FIRE SPRINKLER CLOSET LOCATION. VERIFY FINAL SIZE WITH FIRE SPRINKLER CONTRACTOR AND MERIDIAN IDAHO 83646 MAXIMUM CROSS SLOPE OF 1:50 (2%). ALL EXTERIOR LANDINGS AT DOORS TO BE FLUSH WITH ° o o m II I BUILDING FINISH FLOOR AND SLOPE AWAY FROM THE BUILDING AT 1:50 (2%) MAXIMUM FORA a - BUILDING TYPE 3-1 S ° FIRE MARSHAL. MINIMUM DISTANCE OF 5'-0". C I V 6C u - 1� T I 19 1I A. SEE ENLARGED PLAN X/AA3.0. cc 1. AS MATTER OF BEST CONSTRUCTION PRACTICES, WHERE A MAXIMUM SLOPE IS 1:50 (2%), THE "1 J I 18B r, DESIGN SLOPE SHALL BE 1:67 (1.5%) T j 19 20 s � � `� 110 c I _ _20 � it i I � � B. SEE ENLARGED PLAN X/AA3.1. I � 0 I �-, 2. AS A MATTER OF BEST CONSTRUCTION PRACTICES, WHERE A MAXIMUM SLOPE IS 1:20 (5%), -- - s c 20 C. SEE ENLARGED PLAN X/AA3.2. 0 Li THE DESIGN SLOPE SHALL BE 1:25 (4%). ( 1 20 L - - 21 19. SCHEMATIC LOCATION IF IDAHO POWER TRANSFORMER (SHOWN SCHEMATIC ONLY). COORDINATE 0 1'-0" 1T-0" 25'-0" 1T-0" T-0" I 3. AS A MATTER OF BEST CONSTRUCTION PRACTICES, WHERE A MAXIMUM SLOPE IS 1:12 (8.3%), 21 18B s TYP. WITH ELECTRICAL DRAWINGS AND IDAHO POWER SHOP DRAWINGS. THE DESIGN SLOPE SHALL BE 1:14 (7.1%). TYp o o 0 20. SCHEMATIC LOCATION OF BUILDING ELECTRICAL SERVICE PER ELECTRICAL DRAWINGS. 4. AS MATTER OF BEST CONSTRUCTION PRACTICES, WHERE A MINIMUM CLEAR WIDTH IS 44", THE om - - ° oom 21. LANDSCAPE AREA PER LANDSCAPE DRAWINGS. LANDSCAPE ISLANDS AT DRIVE AISLE CORNERS ARE DESIGN WIDTH SHALL BE 48". I - - ---------- ° O I c I 0 I HAVE AN OUTSIDE RADIUS OF 20'-0" TYP. LANDSCAPE ISLANDS BETWEEN PARKING STALLS AT 5. AS A MATTER OF BEST CONSTRUCTION PRACTICES, WHERE A MINIMUM DIMENSION IS 60", THE 24 - C�� 9-0° s TYP o I c I B U I LD I N G D I 9'-0" WIDE WITH 3'-0" MINIMUM RADIUS CORNERS. DESIGN DIMENSION SHALL BE 66 . BUILDING H I BUILDING TYPE 2-1 O s �I 10 c 22. BUILDING ENTRY SIGN LOCATION PER LANDSCAPE DRAWINGS AND PER SIGN CONTRACTOR. O - BUILDING TYPE 2-2 - w I ELEVATION A COORDINATE POWER PROVISIONS. N. PER ICC A117.1-2009 SECTION 405 RAMPS (SIDEWALKS THAT SLOPE GREATER THAN 1:20 BUT I I I o II I SEAL NOT GREATER THAN 1:12): RAMPS THAT HAVE A MAXIMUM RISE OF 6" AND ARE AT LEAST 5'-0" O ELEVATION B S 10 0 o I c I '� " L_ - - 0 21 -0"' 25'-0" 23. 42-0f LONG X 7-0 t WIDE CONCRETE SIDEWALK WITH RAISED GARDEN BED CONTAINERS WITH WIDE DO NOT REQUIRE HANDRAILS AND DO NOT REQUIRE EDGE PROTECTION. SUCH RAMPS _ 6B Q AUTOMATIC IRRIGATION DRIP SYSTEM. CONTAINER SIZE IS APPROXIMATELY 6'-0" X 2'-0" X 1'-6" REQUIRE A LANDING IN THE DIRECTION OF TRAVEL AT LEAST 5'-0" IN LENGTH. O s J s I I HIGH. MINIMUM HEIGHT OF PLANTING SURFACE IS V-3". m it 0. ALL SIDEWALKS SHALL SLOPE /CROSS SLOPE TO SHED WATER PER GENERAL NOTE M. PROVIDE OFFICE 24. BIKE REPAIR STAND ` O � . EXPANSION JOINTS IN SIDEWALKS AT 20'-0" O.C. MAX. AND CONTROL JOINTS AT 5'-0" O.C., +, J - 23 18A TYPICAL PER DETAIL 1/AS2.0. ALL CONCRETE TO HAVE TOOLED RADIUS EDGES AND LIGHT 15 S C o I ` BROOM FINISH. o `� � TYP. P. SEE SHEET AS3.0 FOR ENLARGED TRASH ENCLOSURE PLANS, ELEVATIONS AND DETAILS. I 18B o D I J Q. ALL CARPORTS ARE SHOWN SCHEMATICALLY ON THE ARCHITECTURAL SITE PLAN TO SHOW DESIGN - s s vA S s N �I 10 INTENT AND BUILDING CODE COMPLIANCE FOR SEPARATION. CARPORTS ARE DESIGN-BUILD BY THE g GENERAL CONTRACTOR AND WILL REQUIRE ENGINEERED SHOP DRAWINGS FOR A SEPARATE BUILDING m PERMIT SUBMITTAL. SEE SHEET AS4.0 FOR CARPORT DESIGN CRITERIA. ® --------------- - 13 I ° I This document is the property of THE ARCHITECTS (6) STALES AT 9'-0" EACH = 54'-0' O TYP. I c I 9'-0. OFFICE, PLLC and is not to be duplicated without R. SEE APARTMENT BUILDING CONSTRUCTION DRAWINGS FOR APARTMENT BUILDING FOOTPRINT - 14 I written authorization. DIMENSIONS. 1 N . M A P L E S T O N E 0 R . TYP. BUILDING E S. SEE CLUBHOUSE BUILDING CONSTRUCTION DRAWINGS FOR CLUBHOUSE BUILDING FOOTPRINT TYP. (6) sraLEs AT 9'-0" EACH = 54'-0" a STALLS AT 9'-O" EACH =���� o„ = c THE ARCHITECTS OFFICE, PLLC �=' - ( CARPORT F - ` BUILDING TYPE 2-2 J � DIMENSIONS. SEE CLUBHOUSE SITE PLAN SHEET AC1.0 FOR ADDITIONAL SITE COORDINATION. -CARPORT G- r 10 - 11 ELEVATION A 41-0" FILE T. ALL NEW CONSTRUCTION TO BE IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, - - - - - - - - - I 10 I 0 J I 19 y 6B ACCEPTED CONSTRUCTION STANDARDS AND CONFORM TO ALL BUILDING CODES AND REGULATIONS. I _ DATE MARCH 17, 2023 r I -3 i FILE N0. o 20-707 AS1.0 o _ 20 19 0 18B 18A 20 DRAWN MATT RHEES BUILDING F � TYP. BUILDING FLOOR ELEVATION15'-0o BUILDING -2 oo -3°} BUILDING TYPE 2-�1 , BUILDING TYPE 2-2 ELEVATION B U � ELEVATION A `i REVISIONS N0. 1ST BUILD* * EACH BUILDINGS FIRST FLOOR ELEVATION WILL HAVE A MAXIMUM BUILDING MAX.X. BUILD. ELEV. / HEIGHT ELEVATION TO COMPLY WITH ACCESSIBILITY ACCESS6B STANDARDS. DUE TO CONSTRUCTION TOLERANCES, THE PARKING OFFICE + 0'-2" o LOT FINAL CONSTRUCTED ELEVATIONS MAY VARY FROM THE STATED " - - ELEVATIONS PER CIVIL PLANS. TO ENSURE THAT THE EACH A + 0,-8 BUILDING'S FIRST FLOOR ELEVATION DOES NOT EXCEED MAXIMUM B + 0'-7" HEIGHT, THE GENERAL CONTRACTOR SHALL VERIFY EACH BUILDING'S FIRST FLOOR ELEVATION IN RELATION TO THE FINAL CONSTRUCTED C + 0-8 0; TYP. BACK OF SIDEWALK ELEVATION (LOCATED AT THE BACK OF SIDEWALK D + O'-7" I 21 AT THE CLOSEST PARKING STALL IN FRONT OF EACH BUILDING E + 0'-8" TYP. ENTRY WALKWAY). THE FOLLOWING IS THE MAXIMUM BUILDING FIRST - FLOOR ELEVATION ABOVE THE ACTUAL BACK OF SIDEWALK F + 0'-7" ELEVATION. 8 H + 0'-8" J + 0'-8" K + 0'-8" LEGEND SHEET L + 0'-8" EXITING R.O.W. TOAIN. (PART W M C M I L L A N R D WORK THIS AREA. N PRO ECTNDURING^CONSTRUCTTION.F THE SUBDIVISION PERMIT). NO SITE PLAN ^ LANDSCAPE AREA PER LANDSCAPE DRAWINGS. ■ SCALE: 1" - 30'-0° ARCHITECTURAL NORTH SITE PLAN ACCESSIBLE RHEES PARKING SIGN IN 1" DEEP TOOLED JOINT. FRONT OF EACH RUBY °a o CONCRETE SLAB. ACCESSIBLE 1'-0" LETTER SYMBOL & JOSEPH � a ° o d STALL PER BACKGZ Cb o00 0 00°�0 0 000°0 000�O o COMPACTED GRAVEL BASE. AGENCYOHAVING OJUR JURILORS SDICTION. DETAIL 4/AS2.0. PUTMAN oo Oo�jOoo�oOo 00�00000 0o COMPACTED SUBGRADE. - RAMP 1:14 SLOPE W RAMP 1:14 SLOPE NOT REQUIRED 0000000000 000000000 0000 z 1:12 MAX. SLOPE 1:12 MAX. SLOPE AT CARPORTS. 1" HIGH LETTERS, WORDING gF py� AL1U�L py� AC1U�l�AP6 RESERVED PER AGENCY HAVING III—III III—III III III-III I_I 15'-0" 19'-0" TOTAL PARKING STALL 25'-0" DRIVE AISLE 19'-0" TOTAL PARKING STALL CONCRETE WALK _ THEARICHITECTSOFFI(E r = 6" MAX. ABOVE � `� JURISDICTION. 2 -0 17'-0" ASPHALT PARKING STALL 17'-0" ASPHALT PARKING STALL 2'-0" cn 1 n A TOOLED JOINTS AT 5'-0"+- O.C. OVERHANG OVERHANG ASPHALT LOWER SIGN TO READ: "VAN 499 MAIN STREET (208) 3 4 3-2 9 3 1 PARKING. ACCESSIBLE" (WHERE 3/4' DEEP TOOLED JOINT. BOISE, IDAHO 83702 T A O I D A H O.C O M / 7'-0"fV15-0" 7'-0"t ACCESSIBLE OCCURS). PROVIDE WHERE 1/2" PRE-MOLDED EXPANSION MIN. CONCRETE ADJACENT LOADING STALL IS ° AL o ° JOINT FILLER. PEDESTRIAN 8-0 WIDE OR GREATER. ALL SLOPES AND RAMP PER CIVIL z Oo 0000 0 0��O o oO°o 0 00 O o oo° CONCRETE SLAB. STANDARD OPEN o STANDARD OPEN 2" DIA. DOME CAPPED GALV. Oo OoOoo00000 ooOOo000 0o LANDSCAPE SIDEWALK I LANDSCAPE ELEVATIONS PER CIVIL. ,�\ DRAWINGS. STEEL POST CENTERED ON Oo0o00000 500000000 00o PARKING STALL, TYP. PARKING STALL, TYP. COMPACTED GRAVEL BASE. " - EACH ACCESSIBLE PARKING z SLOPE 1.5% (2% 4 PAINTED o III III IIIIII—III III-III COMPACTED SUBGRADE. SLOPE CDMAX.) IN ANY STRIPES, TYP. Ln SPACE. 1 lI 1 DIRECTION. SEE ICC-ANSI / ADA PER SITE PLAN B EXPANSION JOINT AT 211 +- O.C. 6" CONCRETE 6" CONCRETE CIVIL FOR THE COMPLIANT 3/4" DEEP x 1/2" WIDE I CIVIL DRAWINGS CURB PER CURB PER PIARKINIGN OF LOT PAINTED PRE-MOLDED JOINT. FILL CIVIL DRAWINGS SLOPE. INTERNATIONAL o JOINT W/ SEALER. CONCRETE GUTTER CONCRETE GUTTER ACCESSIBILITY 00 °0 00�00 00 o 0 00 CONCRETE SLAB. PER CIVIL DRAWINGS. PER CIVIL DRAWINGS. OCASYMBOL PER CODE z CONCRETE WALK oo°O<z:, 000oo°Oo�joo O oo STANDARDS. WHERE OCCURS. 0000000000 00000000� o O CONTINUOUS KEY. o a a NOT REQUIRED III III III—III III III—III— COMPACTED GRAVEL BASE. 1' 6°TYP 1' 6"TYP AT CARPORTS. `� 12" 0 X 2'-0" DEEP MIN. COMPACTED SUBGRADE. 56'-0" ASPHALT 11 9'-0" TYP. U.O.N. 9'-0" TYP. U.O.N. 9'-0" TYP. U.O.N. Ll CONCRETE BASE. SLOPE TOP IF C KEYED JOINT 7'-0" v 59'-0" ASPHALT 6" CONC. CURB 8'-0" MIN. CLR. 8'-0" MIN. CLR. 8'-0" MIN. CLR. "' NO CONCRETE WALK. NOTE: THESE DETAILS FOR BROOM FINISH CONCRETE. SPACE JOINTS EQUALLY. SEE CIVIL SITE PLAN. CONCRETE SIDEWALK ACCESSIBLE PARKING VAN ACCESSIBLE LOADING ZONE ACCESSIBLE PARKING STALL PER SITE PLAN 5'-0" MIN. CLR. AT NON VAN ACCES. STALL PER SITE PLAN CONCRETE DETAIL TYPICAL PARKING LOT DIMENSIONS TYP. ACCESSIBLE PARKING ACCESSIBLE PARKING SIGN SCALE: 1" = V-0" 2SCALE: 1/8" = V-0" 3SCALE:3/16" = V-0" 4 SCALE:3/4" = V-0" PROJECT cli RAMP o o RAMP 1:14 SLOPE RAMP 1:14 SLOPE RAMP AT LEAST (1) EV CD1:12 MAX. SLOPE 1:12 MAX. SLOPE _ _J STATION PER CLUSTER SHALL JUMP CREEK CONCRETE WALK, BE ACCESSIBLE N 6" MAX. ABOVE o z ASPHALT (ADA COMPLIANT). SOUTH PARKING. PROVIDE 48" X 30 7'-0"t [//5-0" 7'-0"f CLEAR FLOOR MIN. ACCESSIBLE REDUCE RAMP SPACE AT A P A R T M E N T S CONCRETE WIDTH AS ACCESSIBLE PEDESTRIAN REQUIRED SO STATION AND ALL RAMP PER CIVIL THAT EV STATION CONTROLS SHALL ALL SLOPES AND DRAWINGS. IS NOT LOCATED BE WITHIN ELEVATIONS PER CIVIL. ACCESSIBLE REACH M �01 4" PAINTED SLOPE 1. 2% LANDING AREWITHIN THE A. MP RANGE OF 15 N. BLACK CAT R D. & STRIPES, TYP. INCHES MINIMUM C 8'-0" MIN. CLR. 8'- MIN. CLR. CARPORT POST DIR ) N.N SEE AND 48 INCHES W. M c M I L LA N R D. EVERY OTHER FOR THE RESERVED FOR RESERVED FOR MAXIMUM AS AT EVE " ECON 0 EV CHARGING EV CHARGING MEASURED TO ASTM 53 SCHEDULE 40 STALL RYOT SLOPE 1.5% 2% O.C . NOTE: NO PARKING GROUND SURFACE. GAII STEEL PIPE, 2.375 MERIDIAN, I D A H 0 83646 MAX.) IN ANY( CARPORT POST SLOPE. PRIMED, PAI MARK EACH EV -H O.D. x .1 A , FACTORY DIRECTION. SEE ALLOWED CHARGING STATION 1'-6" NT BLACK. RESERVED CIVIL FOR THE BETWEEN THE PARKING STALL. 7" ROUND WELDED BASE ACCESSIBLE DIRECTION OF ACCESSIBLE STALL FOR PARKING LOT PARKING STALL � ACCESSIBLE PLATE WITH (3) 1/2" X TYPE A UNIT. SLOPE. AND ADJACENT PARKING STALL 3-1/2" ZINC COATED LOADING ZONE. PER SITE PLAN STEEL INTO 9/16" AND PER DETAIL PREDRILLED HOLES. 9-0 TYP.TYP. U.O.N. 9'-0" TYP. U.O.N. 3/AS2.0. -1 LIP LIP 4 ACCESSIBLE PARKING VAN ACCESSIBLE LOADING ZONE a a a STALL PER SITE PLAN FOR TYPE A UNIT 5 ACCESSIBLE PARKING AT CARPORT EV CHARGING STALL BIKE RACK DETAIL SCALE:3/16" = 14" 6SCALE:3/16" = V-0" 7 SCALE:3/4" = V-0" SEAL This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC FILE DATE MARCH 17, 2023 FILE NO. 20-707 AS1.0 DRAWN MATT RHEES REVISIONS SHEET ■ ARCHITECTURAL SITE DETAILS KEYNOTES :RHEES 0 1. ASPHALT PARKING LOT (PARKING STALLS AND DRIVE AISLES) AND SIDEWALKS PER ARCHITECTURAL Y 0I 1 I a SITE PLAN (AS1.0 - AS1.3) AND PER CIVIL DRAWINGS. PH I O 2. LANDSCAPE AREA PER LANDSCAPE PLANS. AN 4— 4 3. 4" CONCRETE SIDEWALK. ALL SIDEWALKS ARE CONSIDERED AN ACCESSIBLE ROUTE. MAXIMUM / SLOPE FOR SIDEWALKS (OTHER THAN CURB RAMPS) IS 1:20. MAXIMUM CROSS SLOPE IS 2%. 0 24'-8" 6'-6" 4. 4" CONCRETE SIDEWALK RAMP. MAXIMUM SLOPE IS 1:12 WITH MAXIMUM ELEVATION CHANGE OF 6 THE AR(HITECTSOFFI(E n a, INCHES AND WITH 5'-0" MINIMUM TOP AND BOTTOM LANDINGS. MAXIMUM CROSS SLOPE IS 2%. / \ PROVIDE EDGE CURVING AS REQUIRED. 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 AS3.0 5. 5" REINFORCED CONCRETE APRON IN FRONT OF TRASH ENCLOSURE GATE. BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M M CONCRETE / �J 3D WALK 6. CONCRETE BLOCK TRASH ENCLOSURE WITH STEEL GATES PER 2/AS3.0. o •° • 7. USPS APPROVED MAILBOX FIXTURE LOCATION. ALL GROUND FLOOR UNITS (2 PER APARTMENT 00 ACCESSIBLE BUILDING, 22 TOTAL) SHALL HAVE MAIL UNITS LOCATED WITHIN ACCESSIBLE REACH RANGE (48 2 3 TYP. LANDSCAPE TRASH 30" X 48" INCHES MAX. HIGH ABOVE SIDEWALK). THERE SHALL BE A 30" x 48" CLEAR FLOOR SPACE CLEAR TYP. TYP. ISLAND RECEPTACLE N SPACE FLOOR CENTERED ON EACH COLUMN OF MAIL BOX UNITS. SEE 5/AS3.0. —1 F --- am15X CENTERED ON +ILH 2Z 10X EACH COLUMNOF ES -i 35�0. o o --- FOR n _ n n 4'-0" �i RECYCLE I TRASH �/ \� °° --- 3C AS3.0 SDEESSIBLE \ "' AS3.0 3A • • DUMPSTER DUMPSTER ; APPROACH. \ \ 0 5°_0°° LOCATION LOCATION �\ �/ --- WALL MOUNT 23 --- MAILBOXES ��9sti — 5 AS3.oPER DETA 5 AS3.0 Fj�jC, O --- 5/AS3.0. LANDSCAPING �Os O 5" REINFORCED CONTROL 1 " / r/ \ �i�' 6 CONCRETE SLAB JOINT, TYP. / TYP. `� F O CD. 0 N _ 61 C„ / oSk O / '0 5 6'-0" HIGH i I I 00 STEEL GATES TYP. I ti0 I I WITH J-BOLTS. 0 . I 7 TYP. z \ L' I TYP. Q J 3 � " PROJECT V 8" 4 9'-0" GATE (NOMINAL) 9'-0" GATE (NOMINAL) 3-4 2'-0" TYP. _ o / z 0 �� 36 JUMP CREEK ``' \ `�� CONCRETE APRON As3.o TRASH ENCLOSURE GENERAL NOTES o SOUTH RAMP A. SEE ARCHITECTURAL SITE PLANS AS1.0 & AS1.1, AND CIVIL DRAWINGS FOR SITE AND PARKING �,P = LAYOUT. SEE CIVIL PLANS FOR ALL ELEVATIONS AND SLOPES. SEE LANDSCAPE PLANS FOR ALL N � LANDSCAPING. A P A R T M E N T S B. ALL SIDEWALKS AT THE TRASH ENCLOSURE AND MAILBOX AREA ARE PART OF THE ACCESSIBLE o DRIVE ASPHALT ISLANDE CONCRETE ROUTE. SEE GENERAL NOTES AS1.0 FOR MAXIMUM SLOPES FOR ACCESSIBILITY. AISLE WALK C. STRUCTURAL NOTES ON ARCHITECTURAL DRAWING ARE SCHEMATIC ONLY. SEE STRUCTURAL FOR J I STRUCTURAL DESIGN OF THE TRASH ENCLOSURE. TRASH ENCLOSURE GATES ARE TO BE DESIGN-BUILD TO MEET THE ARCHITECTURAL INTENT. N. BLACK CAT R D. & 17'-0" 2'-0" 5'-0" J D. SUBMIT COLOR SAMPLES OF PROPOSED CMU INTEGRAL COLOR FOR OWNER SELECTION. CMU WALL W. M c M I L LA N R D. el (SPLIT AND SMOOTH FACE), TOP CAP AND GROUT TO COLOR MATCH (PREFERABLY DARK TAN). TRASH ENCLOSURE PLAN TRASH ENCLOSURE PLAN E. ALL EXPOSED METAL (TRASH ENCLOSURE GATES, ETC.) TO BE GROUND SMOOTH, CLEANED, PRIMED MERIDIAN, IDAHO 83646 rem, WITH ALKYD PRIMER AND PAINTED (2) FINISH COATS ALKYD ENAMEL SEMI-GLOSS. COLOR: DARK SCALE: 1/8" = V-0" 2SCALE: 1/4" = 1'-0" ,`� TAN TO MATCH CMU WALL. NORTH �O�24'-8» F. TRASH ENCLOSURE A-C IS INTENDED TO SERVE ALL 11 APARTMENT BUILDINGS AND CLUBHOUSE. CONCRETE BLOCK 8° 18'-8" GATE OPENING 3'-4" 2'-0" 13'-4" WALL CAP. 9'-0" GATE (NOMINAL) 9'-0" GATE (NOMINAL) 4 INTEGRAL COLORED o SPLIT FACE CONCRETE MASONRY Q INTEGRAL COLOR ANGLE 3x3x1/4" WELDED FB 1/2" X 2" WELDED UNIT TOP CAP. ♦ CONCRETE BLOCK PERIMETER GATE FRAME. FRAME BRACE. °I ° MATCH WALL COLOR. ENCLOSURE (1)3 AT BACK WALL, 6" AT r #4 HORIZ. BARS AT (3) HEAVY DUTY GATE. TOP, BOTTOM AND AT METAL HINGES PER 2'-0" O.C. MAX. GATE WELDED TO INTEGRAL COLORED 0 0 o PROVIDE 1/2" JAMB POST. DOOR i 0 8" SPLIT FACE TO OPEN 120'. EXPANSION JOINT , SEAL ` I '' FILLER AND CAULK CONCRETE MASONRY TS 4x4x3/8"x9'-0" TOP. UNIT WALL. GATE POST WITH i i #4 VERT. BARS AT 1/4" CAP. PROVIDE L J 5 CONCRETE SLAB 2'-0" O.C. MAX. " — — — — — — — — — — — — — — - (8) 1/2"x4" NELSON1. : . . , _ WITH #4 AT 1'-6"STUDS TO POST AT _ O.C. EACH WAY OVER ° FINISH GRADE WHERE — — — — — — — _ — — FOOTING. °�J,�2'-0" DIA. X 3/4" DIA. 1-1/2" x 18 GA �i N °� 4" COMPACTED GRAVEL OCCURS. - - - - - - - L — °� 3'-0" DEEP ROUND BAR WELDED B-DECK. "' °�° N N FILL OVER COMPACTED A g u CONCRETE LATCH AND 21. '=0" L= — SUBGRADE. 9 I 13'-4" FOOTING. CANE BOLTS. 'I��I` ° •I 1'-4" 10'-0" SMOOTH FACE CMU AT MAILBOXES* 2'-0» CONCRETE BLOCK 24'_8" ° ° a ap ° I I I 10 WALL CAP. - °� This document is the property of THE ARCHITECTS SPLIT FACE OFFICE,PLLC and is not to be duplicated without CONCRETE BLOCK ° —III— CONCRETE STEM written authorization. ENCLOSURE. °° I ° —III- WALL (OR BELOW ©THE ARCHITECTS OFFICE,PLLC WALL MOUNT MAIL ] GRADE CMU) WITH w w BOXES PER DETAILIIIII—III - III „ —III- #4 TOP BOTTOM FILE $ ' MAILBOX GENERAL NOTES IIIIII—III DATE o III —III=III III III a °�■ ° III III= AND VERT. AT = m 5/AS3.0. CD o Q j a ° 2'-0" O.C. MARCH 17, 2023 PROVIDE SMOOTH a A. MAILBOX CONFIGURATION IS BASED ON FLORENCE CORPORATION MODEL 4C16 OR EQUAL). Q FACE CONCRETE III ° °p ° — CONCRETE CONTRACTOR TO HAVE USPS APPROVE MAILBOX TYPE, LOCATION AND BOX NUMBERING PRIOR TO BLOCK (SAME - —III- FOOTING WITH (2) ORDERING AND INSTALLATION OF MAILBOXES. PROVIDE SUBMITTAL INFORMATION TO OWNER PRIOR TO FILE NO. Sk INTEGRAL COLOR) III #4 HORIZ. AND ORDERING UNITS. 20-707 AS1.0 BEHIND MAILBOXES. - ° —III— HOOK VERT. AT B. PROVIDE MINIMUM (1) INCOMING MAILBOX UNIT PER APARTMENT UNIT. PROVIDE (1) PARCEL BOX DRAWN — — — — COORDINATE WITH IIIIIII III 2'-0". FOR EVERY 5 APARTMENT UNITS. a DETAIL 5/AS3.0 AND lik_ rt III=III III MATT RHEES — — — — — — — — — — — — — MAILBOX VENDOR'S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — I II 1=1 II I_ C. MAILBOX UNIT IS INTENDED TO SERVED ALL RESIDENTIAL UNITS (11 BUILDING, 44 UNITS TOTAL, 22 _ _ _ _ _ _ _ _ _ _ SHOP DRAWING FOR � � 11i i II I � IIII i I- C - WIDTH. D L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J GROUND FLOOR UNITS) THE PROPOSED CONFIGURATION (DETAIL 6/AS3.0) IS REQUIRED TO SERVE TYPICAL TRASH THE GROUND FLOOR UNITS (22 UNITS TOTAL) WITH (22) MAIL BOXES AND (5) PARCEL BOXES REVISIONS WITHIN ACCESSIBLE REACH RANGE. TRASH ENCLOSURE ELEVATIONS ENCLOSURE WALL SECTION D. FHA AND ICC-ANSI REQUIRE ALL FIRST FLOOR UNIT MAIL BOXES (INCOMING, OUTGOING & PARCEL 3SCALE: 1/4" — V-0" SCALE: 1 - V-0" BOXES) TO BE INSTALLED BETWEEN 15" MIN. AND 48" MAX. A.F.F. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS WITH PROPOSED BUILDING UNIT NUMBERING FOR LOCAL U.S. POST OFFICE REVIEW. 9'-7" (115") t MODIFY MAIL BOX CONFIGURATION AS REQUIRED TO COMPLY WITH FHA, ICC-ANSI AND LOCAL U.S. POSTAL SERVICE REQUIREMENTS. E. INSTALL MAILBOXES ON AN ACCESSIBLE ROUTE WITH A LEVEL (2% MAX. SLOPE IN ANY DIRECTION) ® ❑ ❑ ❑ ❑ ❑ ❑ 30"x48" SPACE (FORWARD OR PARALLEL APPROACH) ADJACENT AND CENTERED ON EACH COLUMN ® ° ❑ ® ❑ ❑ ° ° ® ° OF MAILBOX UNITS. ® ❑ ❑ ❑ ❑ ❑ ❑ PARCEL F. MOUNT MAILBOXES TO TRASH ENCLOSURE WALL OR PROVIDE PEDESTAL MOUNT MAILBOXES AGAINST +' ❑ ❑ ❑ ❑ ❑ ❑ TRASH ENCLOSURE WALL. o ® ❑ ® ❑ ® ❑ ® ❑ ® ❑ ® ❑ _w m o m ® ❑ OUTGOING ® ❑ OUTGOING ® ❑ OUTGOING ❑ _ Q = 0 o J ® ❑ o®o ® ❑ o®o ® Ela®a Q ® ❑ ® ❑ e ❑ ® ❑ ® E] ® ❑ PARCEL =w � = V M O � LPACELJ ® o■o ® oeo ® oeo ® oeo SHEET � ❑ ❑ ❑ ❑ oaa a a a x PARCEL PARCEL PARCEL PARCEL PARCEL PARCEL i +I 4C14D-16-SM 4C14D-16-SM 4C14D-16-SM 2C1 S-3P-SM Z WALL MOUNTED OR OPTIONAL —PEDESTAL MOUNTED PER MFR. 5 MAILBOX ELEVATIONS TRASH ENCLOSURE SCALE: 1/2" = V-0" DETAIL CARPORT CODE ANALYSIS 56 RHEES 2018 INTERNATIONAL BUILDING CODE (IBC) SUMMARY: RUBY CARPORT OCCUPANCY:.............................................................................................................................. U JOSEPH M CONSTRUCTION TYPE:......................................................................................... II-B (NON-COMBUSTIBLE) PUTAN o 0 36'-0" CD 0 54'-0" ALLOWABLE HEIGHT:...........................................................................................................................55 FT. Y 9'-0" 18'-0" 9'-O" = Y 9'-O" 18'-0" 18'-0" 9'-0" PROPOSED MAXIMUM HEIGHT:........................................................................................................ 9 FT. a- L5>. J � uj � J TH E ARCH ITECTS OFFICE < w Q 'o w MAXIMUM CARPORT AREA:..................................................................................................... 8,500 SQ. FT. U p U p PROPOSED INDIVIDUAL CARPORT AREAS: 499 MAIN STREET (208) 3 4 3-2 9 3 1 T BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M T'\__CONCRETE PARKING � �CONCRETE PARKING 4-BAY CARPORT (APPROXIMATELY 36' X 18'):.......................................................... 648 SQ. FT. �� I o I �� I o 6-BAY CARPORT (APPROXIMATELY 54' X 18'):.......................................................... 972 SQ. FT. CARPORT CURB AND STALL _' J CARPORT CURB AND STALL N I FCOLUMN SIDEWALK STRIPE I a' o N I COLUMN SIDEWALK STRIPE I 0 8-BAY CARPORT (APPROXIMATELY 72' X 18'):........................................................ 1,296 SQ. FT. AND TYP. TYP. a- AND TYP. TYP. a- 0f Of FOUNDATION, n I FOUNDATION, SEPARATION DISTANCE:........................................................................................................................ 5 FT. Q TYP. o Q - TYP. -' 0 2018 IBC TABLE 602 FOOTNOTE h: FOR A BUILDING CONTAINING A U OCCUPANCY CARPORT, THE a- ASPHALT a- ASPHALT EXTERIOR WALL SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE RATING WHERE THE FIRE o I 00 PREFINISHED PARKING I - O° o I PREFINISHED PARKING I -H - SEPARATION DISTANCE IS 5 FT. OR GREATER. METAL CARPORT LOT, TYP. o METAL CARPORT LOT, TYP. o CANOPY ABOVE I I CANOPY ABOVE I 2018 IBC TABLE 705.2: FIRE SEPARATION DISTANCE (F.S.D.) = 5 FT. MIN. MINIMUM DISTANCE TYP. II TYP•� FROM ASSUMED PROPERTY LINE TO PROJECTION: 40 INCHES (3'-8"). - - - - .- - - - - - J 2018 IBC TABLE 705.8 FOOTNOTE j: THE AREA OF OPENINGS IN A BUILDING CONTAINING ONLY A 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" U OCCUPANCY CARPORT WITH A FIRE SEPARATION DISTANCE OF 5 FT. OR GREATER SHALL NOT BE LIMITED. MINIMUM SEPARATION DISTANCE BETWEEN AN APARTMENT BUILDING AND A CARPORT IS 13'-8". CARPORT PLAN 4—BAY CARPORT PLAN 6—BAY SEE DETAIL 5/AS5.0. APARTMENT BUILDING IS TYPE V—B CONSTRUCTION AND REQUIRES A 10 FT. FIRE SEPARATION DISTANCE FOR NON—RATED EXTERIOR WALL CONSTRUCTION AND SCALE: 1/8" = 1'-0" AT CARPORTS B, D G, J & K 2SCALE: 1/8" = 1'-0" AT CARPORTS C, E & F UNPROTECTED OPENINGS. TYPICAL DISTANCE FROM APARTMENT BUILDING TO EDGE OF CARPORT IS 15'-0". CD CD , 72'-0" lo CARPORT GENERAL NOTES PROJECT 9'-0" 18'-0" 18'-0" 18,-0" 9'-0" = Y CD � Q A. ALL CARPORTS ARE SHOWN SCHEMATICALLY ON THE ARCHITECTURAL DRAWINGS TO SHOW DESIGN < 'o w INTENT AND BUILDING CODE COMPLIANCE FOR SEPARATION. B. CARPORTS ARE DESIGN-BUILD BY THE GENERAL CONTRACTOR AND WILL REQUIRE ENGINEERED JUMP CREEK - � SHOP DRAWINGS FOR A SEPARATE BUILDING PERMIT SUBMITTAL. CONCRETE PARKING � C. ALL CARPORTS ARE A U OCCUPANCY AND HAVE 5 FEET SEPARATION ON ALL SIDES FOR SOUTH J CARPORT CURB AND STALL I UNPROTECTED OPENINGS. N I COLUMN SIDEWALK STRIPE I a' D. ALL CARPORTS TO BE NON-COMBUSTIBLE CONSTRUCTION. ALL CARPORTS ARE TO BE APARTMENT S AND • TYP. � TYP. METAL FLAT ROOF, SINGLE COLUMN DESIGN. z I FOUNDATION, E. GENERAL CONTRACTOR TO COORDINATE UNDERGROUND ELECTRICAL CONDUIT FROM NEARBY Of TYP. \ 1CDASPHALT COMMON AREA SERVICE PANEL TO CARPORT COLUMN LOCATION. EXTEND ELECTRICAL CONDUIT o I PREFINISHED PARKING I O° (FOR CARPORT LIGHTING) UP THROUGH STEEL COLUMN. METAL CARPORT CANOPY ABOVE LOT, TYP. M I o F. ACCESSIBLE PARKING STALL AND ADJACENT ACCESSIBLE LOADING ZONE STALL TO BE LOCATEDTYP N, BLACK CAT R D. BETWEEN COLUMNS. A COLUMN IS NOT ALLOWED BETWEEN AN ACCESSIBLE PARKING STALL AND 1 — — — �� — — — — I — — AN ADJACENT ACCESSIBLE LOADING ZONE STALL. W. M c M I L LA N R D. " " " G ACCEPTED ORTS CONSTRUCTION CONSTRUCTION STAN ARDS AND CONFORM ACCORDANCE TO WITH ALLTHE BUILD BUILDING CODES MANUFACTURER'S AND REQUIREMENTS, MERIDIAN, I D A H 0 83646 91-0 9 -0 9 -0 9 -0 9'-0" 9'-0" 9 -0 9 -0 3 CARPORT PLAN 8-BAY SCALE: 1/8" = 1'-O" AT CARPORT A CARPORT SCHEDULE CPARPORT STANDARD ACCESSIBLE TOTAL LOADING TOTAL NO. STALL STALL PARKING STALL* STALLS 7'-0" A 8 0 8 0 8 SEAL CONCRETE SIDEWALK 17'-0" ASPHALT PARKING STALL B 4 0 4 0 4 C 3 1 4 2 6 PARKING 2 - D 4 0 4 0 4 PARKING CARPORT WIDTH PER PLAN OVERHANG 18'-0" MAX. E 6 0 6 0 6 ` -0"1 14'-O"f 2'4 F 6 0 6 0 6 EAVE STRUCTURE SAVE PREFINISHED G 4 0 4 0 4 ` METAL CARPORT �-2 + CANOPY. 1 4 0 4 0 4 8� 8� K 4 0 4 0 4 MIN. CUR. CONCRE:C7UR1 PREFINISHED METAL MIN. CUR. PAINTED STEEL BEYOND. CARPORT CANOPY STRUCTURAL CONCRETE POST ASPHALT ABOVE TYP. CARPORT FRAME. FOUNDATION PER PAINTED STEEL TOTALS 43 1 44 2 46 This document is the property of THE ARCHITECTS PARKING PAINTED STEEL OFFICE, PLLC and is not to be duplicated without MFR. TYP. " CARPORT written authorization. 0-0 �P' CARPORT POST TYP. 0'-0 STRUCTURAL POST AT ASPHALT j j j AT ASPHALT © THE ARCHITECTS OFFICE, PLLC LI n LI L J L_ L_ _J CONCRETE POST FOUNDATION PER FILE MFR. TYP. DATE CARPORT FRONT ELEVATION CARPORT SIDE ELEVATION MARCH 17, 2023 FILE NO. 4SCALE: 1/8" = 1'-0" 5SCALE: 1/8" = 1'-0" 20-707 AS1.0 DRAWN MATT RHEES REVISIONS 13'-6" MIN, FROM FACE OF BUILDING FOUNDATION TO EDGE OF CARPORT lo 10'-0" MIN. AT FACE OF WALL FINISH 3'-4" MIN. 18'-0" MAX. CARPORT ol 10'-2"f AT FACE OF FOUNDATION FIRE SEPARATION 2'-0'1 14'-O"f 2'-0"1 FIRE SEPARATION DISTANCE DISTANCE EAVE CARPORT STRUCTURE EAVE I II I 5'4' MIN. WITH 2'-0" EAVE (5'-0" MIN. WITH 1'-8" SAVE) FROM F.S.D. TO CARPORT STRUCTURE CARPORT ASSUMED PROPERTY SHEET LINE FOR MIN. FIRE SEPARATION DISTANCE AS400 6 FIRE SEPARATION DISTANCE CARPORT PLANS SCALE: 1/4" = 1'-0" BETWEEN CARPORT AND ADJACENT BUILDING AND DETAILS BUILDING AREAS UNIT AREAS FLOOR PLAN KEYNOTES TO T) RHEES BUILDING TYPE 2-1 GROSS GROSS GROSS GROSS (A) AS MEASURED TOTHE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TOTHE INSIDE FACE OF EXTERIOR WALLS NOT RUBY FLOOR FLOOR BUILDING BUILDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. JOSEPH AREA(E) AREA(F) AREA(G) AREA AREA AREA(H) FLOOR UNIT AREAS a FIRE AREA B UNIT AREAS c FIRE AREA D (B) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING 2x2-1 932 1,019 1 003 - 80 1 082 (F) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING, PUTMAN FIRST FLOOR 1,874 S.F. 2, STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. > 290 S.F. 2,006 S.F. 2,393 S.F. STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. (PER 2009 IBC CHAPTER 5 AND CHAPTER 10) 2x2-2 944 1,059 1,014 30 81 1,126 (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) SECOND FLOOR 1,874 S.F. 2,112 S.F. 2,006 S.F. 2,218 S.F. (C) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING 2x2-2A 944 1,059 1,014 30 81 1,126 TOTAL 3,748 S.F. 4,402 S.F. 4,012 S.F. 4,611 S.F. STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 3x2-1 1,070 1,184 1,146 30 81 1,258 INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. THEARICHITECTSOFFI(E r TOTAL x 3 11,244 S.F. 13,206 S.F. 12,036 S.F. 13,833 S.F. (D) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING (� STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT BOI MAIN STREET (208) AH3 4 O.COM C0M INCLUDING STAIRWAYS. OISE, IDAH083702 TAOIDAH 70'-0" 70'-0" 10 10 UNIT 2x2-2: 35'-0" UNIT 2x2-2: 35'-0" e UNIT 2x2-2: 35'-0" UNIT 2x2-2: 35'-0" 11'-4" 01 10'-0" 13'-8" 13'-8" 11 10'-0" 01 11'-4" 11'-4" 10'-0" 13'-8" 13'-8" 10'-0" 11'-4" 10 �1-4 1'-4 �1-4 1'-4" 4 5 6 7 4 5 6 7 AA4.2 AA4.2 AA4.2 AA4. AA4.2 AA4.7 2 AA4.2 AA4. 0 0 0 0 0 0 a� ❑ 44 ❑ a� ❑ ❑ o - 31 0 - 3 - CD AA4.2 UNIT 2x2-1 UNIT 2x2-1 I I UNIT 2x2-1 UNIT 2x2-1 0 RE: 1/AA3.1 RE: 1/AA3.1 0 RE: 1/AA3.2 RE: 1/AA3.2 o FLOOR PLAN GENERAL NOTES Eq OPP• TYPE A UNIT AT OPP• ° F_ -I BUILDING D F_ -1 ° ° F_ -1 _1 o A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT L RE: 2/AA3.1 J 0 L J ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE 2 2 BEGINNING OF CONSTRUCTION. 0 o AA4.2 0 0 o O cc � AA4.2 � nl nl O B. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL U.N.O. O O O O C. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL. r ; VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH STRUCTURAL FOUNDATION PLAN. PROJECT P1 / - -I �I- - \\ j r _ _I D. SEE UNIT TYPE ENLARGED FLOOR PLANS (SHEETS AA3.1-AA3.3) FOR ALL UNIT DIMENSIONS, KEYNOTES AND FOR DOOR AND WINDOW CALLOUTS. V E. SEE ENLARGED STAIRWAY PLANS AND STAIRWAY SECTIONS (SHEETS AA8.0) FOR JUMP CREEK AA4 2 IF --- --I AA4 2 ALL STAIRWAY NOTES AND DIMENSIONS. o i o 0 0 F. FOR EXTENTS OF FIRE RATED CONSTRUCTION, SEE FIRE RATED CONSTRUCTION SOUTH co LE=jl I I I 0O co I I I I 0O PLANS AND BUILDING CODE SUMMARY, SHEETS AAO.1-AAO.2. DEj III �hlll G. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE-RESISTIVE CONSTRUCTION TO COMPLY WITH 2O18 IBC SECTION 714. SEE SHEETS AA11.0-AA11.2. A P A R T M E N T S - " - TESTED AND LISTED ASSEMBLIES TO BE PROVIDED TO FIELD INSPECTOR. H. FIRE SPRINKLER SYSTEMS TO BE DESIGN-BUILD BY THE GENERAL CONTRACTOR. VERIFY FINAL LOCATION OF FIRE SPRINKLER RISER CLOSET FOR EACH BUILDING 1'-8° RAKE 1'-8„ WITH CIVIL DRAWINGS AND FIRE SPRINKLER CONTRACTOR SHOP DRAWINGS. I. VERIFY WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR FOR THE SIZE N. BLACK CAT R D. & 7'-0" 11'-6" 12 111 9'-0" eol 12'-0" 11'-6" 7'-0" 7'-0" 11'-6" 12 111 9'-0" eol 12'-0" 11'-6" 7'-0" REQUIREMENTS OF THE ELECTRICAL ENCLOSURE CONSTRUCTION. 11 W• M c M I L LA N R D. J. EXTERIOR DOOR LANDINGS AT ALL EXTERIOR DOOR LOCATIONS TO BE FLUSH BUILDING TYPE 2-1 BUILDING TYPE 2-1 WITH FINISH FLOOR AND SLOPE AWAY FROM THE BUILDING 2 PERCENT MAXIMUM MERIDIAN, I D A H 0 83646 SLOPE AND 2 PERCENT MAXIMUM CROSS SLOPE FOR A MINIMUM DISTANCE OF FIRST FLOOR PLAN SECOND FLOOR PLAN 5'-0". 2 SCALE: 1/8" = V-0" BUILDINGS B, D&F SCALE: 1/8" = V-0" BUILDINGS B, D&F K. SEE SITE PLANS AND CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS AT BUILDING. 4 5 6 7 4 5 6 %, r7k%A, L. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN AA4. AA4. AA4. AA4. AA4. AA4. AA4. AA4. ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. RAKE RAKE E JILL BULL EAVE SLOPE SLR EAVE S� SLOPE I EAVE EAVE I EAVE EAVE 6:12 6:12 6:12 6 I SLOPE SLOPE SLR C.DG 6q� 6� _ ���� sy,2 � 6:� FLOOR PLAN LEGEND 3 w o `� N�I 3 m I�I WALL CONSTRUCTION PER WALL DOOR CALLOUT PER TYPES. SEE ENLARGED UNIT ® DOOR SCHEDULE SEAL AA4.2 y Ion cc Q AP'4'2 PLANS FOR IDENTIFICATION AND SHEET A9.0. 0- r` - Ii I L-_ _ - _ o�J r ,,, 1' L___ o� CONSTRUCTION TYPES SHEET WALL CONSTRUCTION �- ,-I r - U `D I a I A10.0 FOR CONSTRUCTION �W TYPE PER SHEET N �I II I I do II oto I�I II N `fie NOTES. A10.0. SLOPE I RIDGE I RIDGE I SLOPE W o m SLOPE NNE I I I I BODE SLOPE 6:12yo I�I �Q 6 o RI II r I�I II �Q s m o 2 - - J L - - 2 Q I r - - J L - - I ` AA4.2 D Ir - - - � RIDGEI � - - - �I D AA4.2 - -- - - L r 71 IDGE J -- - - � �f� JI - -�' '� - - - c D I - -�' '� - -- N �' W ROOF PLAN KEYNOTES O fir- -- - - �� I r� �� I This document is the property of THE ARCHITECTS I L r5 m N - L = I OFFICE, PLLC and is not to be duplicated without r I a � I I I�' 14J I W I r L -J I written authorization. - I I I I I I I I I I y,l L - I Wo �I I I - - J © THE ARCHITECTS OFFICE, PLLC 1 �J III I I I I I'� 'O LI tJ I I "' II I I N I I II `�I I Lr AA4.2 N I I I I I I I I IN I AA4.2 I I I I I I I SWE FILE G ErrII � I rI rI Iy � � V MA R CH 17, 2023 JI I _j I I JI I7 2 UK � I - - I 6:12 J- SLOPE :12 J SLOPE C SLOPE � j L J FILE No. EAVE IF 2 612 EAVE EAVE EAVE 20-701 AA2.0 RAKE V= RAKE RAKE BULL RA= BULL RAKE 8'-0 'yA 8'-0" DRAWN BULL MATT RHEES 6'-0" BUILDING TYPE 2-1 BUILDING TYPE 2-1 REVISIONS 3 ROOF PLAN ELEVATION TYPE A ROOF PLAN ELEVATION TYPE B SCALE: 1/8" = 1'-0" BUILDING D 4SCALE: 1/8" = 1'-0" BUILDINGS B&F ROOF GENERAL NOTES ROOF VENTILATION GENERAL NOTES ROOF VENTILATION CALCULATION A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING G. PROVIDE 3'-0" WIDE ICE AND WATER SHIELD AT THE J. PROVIDE 22 GA PREFINISHED ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR NOTE: THE FOLLOWING AREAS FOR SOFFIT CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE FOLLOWING LOCATIONS: SEAMLESS ALUMINUM GUTTER. EACH SPACE BY VENTILATING OPENINGS PROTECTED AGAINST AND RIDGE VENTS IS BASED ON TYPICAL DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF 1. ALL EAVES (EXTEND 3'-0" UP PAST EXTERIOR MAXIMUM LENGTH OF GUTTER TO THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING CONSTRUCTION PRODUCTS OF THIS TYPE. CONSTRUCTION. DOWNSPOUT: 20'-0". COORDINATE SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE GENERAL CONTRACTOR TO VERIFY THAT THE B. ALL KEYNOTES, DIMENSIONS AND NOTES TYPICAL. WALL BELOW). THE FINAL LOCATION OF ALL MOVEMENT OF AIR. A MINIMUM OF 1" OF AIR SPACE SHALL FINAL PRODUCTS SELECTED MEET OR EXCEED 2. ALL ROOF TO WALL TRANSITIONS. DOWNSPOUTS WITH ARCHITECT BE PROVIDED BETWEEN THE INSULATION AND THE ROOF THE ASSUMED VENTILATION VALUES, OR C. SEE BUILDING SECTIONS FOR ROOF PROFILE. SEE PRIOR TO CONSTRUCTION. PROVIDE SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE ADJUST THE DESIGN AS REQUIRED TO MEET STRUCTURAL FOR ROOF TRUSS DIRECTION, OVERBUILDS, ETC. 3. SLOPE TRANSITIONS (VALLEYS). CONCRETE SPLASH BLOCK AT EACH LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE THE VENTILATION REQUIREMENTS OF EACH OF COORDINATE ROOF PLAN WITH WITH FINAL ROOF TRUSS SHOP 4. MAJOR ROOF PENETRATIONS. DOWNSPOUT BASE AND SLOPE TO SPACE VENTILATED WITH 40 PERCENT MIN / 50 PERCENT MAX. THE DRAFT-STOPPED SPACES OF THE ATTIC. DRAWINGS. H. PROVIDE SELF-ADHERING BUTYL FLASHING AT ALL DRAIN AWAY FROM BUILDING. OF THE REQUIRED VENTILATION PROVIDED BY VENTILATORS D. ALL ROOF OVERHANGS TO BE 1'-4" U.N.O. ROOF PENETRATIONS. COORDINATE WITH CIVIL FOR LOCATED IN THE UPPER PORTION OF THE ATTIC. UPPER 1• SOFFIT VENTS HAVE 5 S.I. NET FREE ROOF PLAN LEGEND SHEET DOWNSPOUTS THAT TIE INTO VENTILATION AREA PER LINEAR FOOT. E. AT ANY ROOF OVERBUILD AREAS: PROVIDE 6"x6" HOLES I. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET THROUGH SHEATHING AT EACH JOIST BAY TO PROVIDE LAMINATED ASPHALT SHINGLE OVER 15# FELT PER SEEPAGE BEDS. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE 2. RIDGE VENTS HAVE 12 S.I. NET FREE VENTILATION. WHERE A ROOF OVERBUILD IS OVER A ATTIC ROOF TYPE PER SHEET A10.0. K. ALL ROOFING, FIXTURES AND MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATION VENTILATION AREA PER LINEAL FOOT. THIRD FLOOR WALL ROOF CONSTRUCTION CONSTRUCTION BELOW. ® TYPE PER SHEET DRAFT STOP, ONLY PROVIDE VENTILATION HOLES AT THE EQUIPMENT TO BE INSTALLED TO BE PROVIDE BY LOWER (EAVE / SOFFIT) VENTS. 3. ROOF VENT JACK HAVE 50 S.I. NET AA10.0. 1. ALL ROOFS OVER DWELLING UNITS ARE ROOF IN ACCORDANCE WITH THE PREFlNISHED METAL GUTTER. LARGER OVERBUILD AREA. METHOD OF VENTILATION: FREE VENTILATION AREA PER UNIT. TYPE "R1". MANUFACTURERS REQUIREMENT, SEE BUILDING ELEVATIONS AA2ml F. PROVIDE METAL FLASHING AT ALL AREAS AS REQUIRED " " ACCEPTED BUILDING STANDARDS 1. LOWER VENTING: SOFFIT VENTS AT EAVES, ROOF JACKS. 4. GABLE WALL VENT. 50 S.I. NET FREE FOR DOWNSPOUT LOCATIONS. BUILDING TYPE 2-1 INCLUDING EAVE, RAKE AND PEAK DRIP FLASHING, VALLEYS, 2. ALL ROOFS OVER STAIRWAY ARE ROOF TYPE R2 . AND CONFORM TO ALL BUILDING VENTILATION PER UNIT. 1-HOUR FIRE PARTITION AND WALL-TO-ROOF TRANSITION FLASHING / STEP FLASHING. 3. ALL ROOFS OVER DWELLING UNIT DECKS ARE CODES. 2. UPPER VENTING: CONTINUOUS RIDGE VENTS, ROOF DWELLING UNIT SEPARATION ALL METAL FLASHING TO BE PREFlNISHED METAL (DARK BROWN). ROOF TYPE "R3". JACKS, UPPER SOFFIT / EAVE VENTS. WALL IN ATTIC. FLOOR AND ROOF PLANS BUILDING AREAS UNIT AREAS FLOOR PLAN KEYNOTES T T) RHEES BUILDING TYPE 2-2 GROSS GROSS GROSS GROSS (A) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT RUBY FLOOR FLOOR BUILDING BUILDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. JOSEPH AREA(E) AREA(F) AREA(G) AREA AREA AREA(H) FLOOR UNIT AREAS A FIRE AREA B UNIT AREAS C FIRE AREA (B) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING (F) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING, PUTMAN STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. 2X2-1 932 1,019 1,003 - 80 1,082 FIRST FLOOR 1,898 S.F. 2,407 S.F. 2,028 S.F. 2,507 S.F. _ STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. (PER 2009 IBC CHAPTER 5 AND CHAPTER 10) 2X2-2 944 1,059 1,014 30 81 1,126 SECOND FLOOR 1,898 S.F. 2,192 S.F. 2,028 S.F. 2,306 S.F. (PER 2018 IBC CHAPTERS AND CHAPTER 10) (C) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING 2X2-2A 944 1,059 1,014 30 81 1,126 TOTAL 3,796 S.F. 4,599 S.F. 4,056 S.F. 4,813 S.F. STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 3X2-1 1,070 1,184 1,146 30 81 1,258 INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. THEAR(HITECTSOFFI(E r TOTAL x 6 22,776 S.F. 27,594 S.F. 24,336 S.F. 28,878 S.F. (D) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING (� STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT BOI MAIN STREET (208) AH3 4 O.COM C0M INCLUDING STAIRWAYS. OISE, IDAH083702 TAOIDAH 70'-0" 70'-0" ol UNIT 2x2-1: 35'-0" UNIT 2x2-1: 35'-0" ol UNIT 2x2-1: 35'-0" UNIT 2x2-1: 35'-0" ol 11'-4" 11'-8" 12'-0" 12'-0" lo, 11'-8" 11'-4" 11'-4" 11'-8" 12'-0" 12'-0" lo, 11'-8" 11'-4" 3 4 5 6 3 4 5 6 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 NV Cl 10 CIE I Cl rh 2 a a a a 2 , AA4.1 AA4.1 FLOOR PLAN GENERAL NOTES A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE JJ LL 11 LL BEGINNING OF CONSTRUCTION. CD CDI_ _ O; O __I' o B. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL U.N.O. CD CD o o 0 o C. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL. o a o L -1UNIT 2x2-2 _ _ UNIT 2x2-2 L J L -1 UNIT 2x2-2 UNIT 2x2-2 L -10 VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH STRUCTURAL FOUNDATION RE: 1/AA3.3 RE: 1/AA3.3 j] [ RE: 1/AA3.1 RE: 1/AA3.1 ] PLAN PROJECT a OPP. I� a a OPP. r D. SEE UNIT TYPE ENLARGED FLOOR PLANS (SHEETS AA3.1-AA3.3) FOR ALL UNIT DIMENSIONS, KEYNOTES AND FOR DOOR AND WINDOW CALLOUTS. E. SEE ENLARGED STAIRWAY PLANS AND STAIRWAY SECTIONS (SHEETS AA8.0) FOR JUMP CREEK �hlll ALL STAIRWAY NOTES AND DIMENSIONS. III Ail F. FOR EXTENTS OF FIRE RATED CONSTRUCTION, SEE FIRE RATED CONSTRUCTION 14. 1 III 11l PLANS AND BUILDING CODE SUMMARY, SHEETS AAO.1-AAO.2. SOUTH Li U AA4.1 AA4.1 E G. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE-RESISTIVE CONSTRUCTION _ TO COMPLY WITH 2018 IBC SECTION 714. SEE SHEETS AA11.0-AA11.2. A P A R T M E N T S 0 0 °� °� 0 c 0 TESTED AND LISTED ASSEMBLIES TO BE PROVIDED TO FIELD INSPECTOR. L_j L664L F= h H. FIRE SPRINKLER SYSTEMS TO BE DESIGN-BUILD BY THE GENERAL CONTRACTOR. VERIFY FINAL LOCATION OF FIRE SPRINKLER RISER CLOSET FOR EACH BUILDING w«E WITH CIVIL DRAWINGS AND FIRE SPRINKLER CONTRACTOR SHOP DRAWINGS. 1'-4° 1'-4° 4'-0" I. VERIFY WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR FOR THE SIZE N. BLACK CAT R D. & 5'-6" 8'-8" 11'-0" 4'-0" 9'-0" 4'-0" 11'-0' 8'-8" 5'-6' 5'-6" 8'-8" 11'-0" 4'-0" 9'-0' 11 -0' 8'-8" 5'-6" REQUIREMENTS OF THE ELECTRICAL ENCLOSURE CONSTRUCTION. J. EXTERIOR DOOR LANDINGS AT ALL EXTERIOR DOOR LOCATIONS TO BE FLUSH W• M c M I L LA N R D. BUILDING TYPE 2-2 BUILDING TYPE 2-2 WITH FINISH FLOOR AND SLOPE AWAY FROM THE BUILDING 2 PERCENT MAXIMUM MERIDIAN, IDAHO 83646 SLOPE AND 2 PERCENT MAXIMUM CROSS SLOPE FOR A MINIMUM DISTANCE OF FIRST FLOOR PLAN SECOND FLOOR PLAN 5'-0". 2 SCALE: 1/8" = V-0" BUILDINGS A, C, E, G, H&L SCALE: 1/8" = V-0" BUILDINGS A, C, E, G, H&L K. SEE SITE PLANS AND CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS AT BUILDING. 3 4 5 6 3 4 5 6 L. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN TFAVE AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 AA4.1 ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING '-0" STANDARDS AND CONFORM TO ALL BUILDING CODES. RAKE BULLEAVE EAVE EAVE R EAVE- - __ I , - - - - - - EAVE EAVE - - - - - - r I `�e , __ _ _ _ _ EAVE - - CIF 1I SLOPE SLOPE Ir - - 1Ir - - C- - - C - �Ir �I S� SLR Ir - - -Ilr - - - C- �r= II G 6:,2 � 6:,2 II IIJ � -,� r- � LII II G 6:,2 6:,2 III IIJ � - -�; FLOOR PLAN LEGEND Li I I I q!! � Qy I I I I I Li I I I I I q!! I N I I I I L1 w I I I I I I I w I I I I I I WALL CONSTRUCTION PER WALL DOOR CALLOUT PER I ``' LI-' I I I I I ``' o `D I TYPES. SEE ENLARGED UNIT ® DOOR SCHEDULE SEAL `o o Q I N`D do I y,/� o ,ZQ I ,ZQ PLANS FOR IDENITFICATION AND SHEET A9.0. 2 I I I G ti I I n `D ; I I I I 2 I I I G I I cn I I I I I CONSTRUCTION TYPES SHEET WALL CONSTRUCTION AA4.1 AA4.1 I L RIDGE �' �Q�Y RIDGE o W RIDGE N I �r �' I ��a �� RIDGE SLOPE m o A10.0 FOR CONSTRUCTION �W TYPE PER SHEET II r 612 IT 6.12 o NOTES. All II _ RID_II E II = � II IIW II WaN tiJ�,�lI A10.0. W J JL J - r L , F - - - r _ 17- 4Q J L � ` W L RIDGE 17-RIDGE �o � CRIDGE RIDEJI ro SLOPE RIDG L J _J7 L _J L S �EAVE � SLOPE EAVE EAVEEAVE6:12 ROOF PLAN KEYNOTES This document is`the pro perty of THE ARCHITECTS �, I I OFFICE, PLLC and is not to be duplicated without I I J I I L I I N I I J I written authorization. F_ = Q I I o� I I I y = _ I I F_ - N I I I I I a N = I © THE ARCHITECTS OFFICE, PLLC N o IJ _ J I L _ _ _ W J I L _ `� FILE \r7 - - "rl - I I - _ �o� _1 -�I Ir - J�I G J tC C.1) G i I DATE N I I q cn o II I II o LIJj ! A �� � � MAR CH 17, 2023 LO E SLOPE S SLOPE n o A � R6 , SLOE SLOPE LLB 6:1 6:12 . 2 FILE No. 6:1 6:12 _ J I SLOPE SLOPE N._ yo L .�Q N_ ��0 20-701 AA2.0 I� u EAVE VE �� u Wn EAVE RAKE RAKE BULL ��Q 'y/,O BULL DRAWN 1111M L L BULL MATT RHEES 8'-D" 6'-0" 8'-D" BUILDING TYPE 2-2 BUILDING TYPE 2-2 REVISIONS 3 ROOF PLAN ELEVATION TYPE A ROOF PLAN ELEVATION TYPE B SCALE: 1/8" = V-0" BUILDINGS A, E&G 4SCALE: 1/8" = V-0" BUILDINGS C, H&L ROOF GENERAL NOTES ROOF VENTILATION GENERAL NOTES ROOF VENTILATION CALCULATION A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING G. PROVIDE 3'-0" WIDE ICE AND WATER SHIELD AT THE J. PROVIDE 22 GA PREFINISHED ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR NOTE: THE FOLLOWING AREAS FOR SOFFIT CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE FOLLOWING LOCATIONS: SEAMLESS ALUMINUM GUTTER. EACH SPACE BY VENTILATING OPENINGS PROTECTED AGAINST AND RIDGE VENTS IS BASED ON TYPICAL DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF 1. ALL EAVES (EXTEND 3'-0" UP PAST EXTERIOR MAXIMUM LENGTH OF GUTTER TO THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING CONSTRUCTION PRODUCTS OF THIS TYPE. CONSTRUCTION. DOWNSPOUT: 20'-0". COORDINATE SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE GENERAL CONTRACTOR TO VERIFY THAT THE B. ALL KEYNOTES, DIMENSIONS AND NOTES TYPICAL. WALL BELOW). THE FINAL LOCATION OF ALL MOVEMENT OF AIR. A MINIMUM OF 1" OF AIR SPACE SHALL FINAL PRODUCTS SELECTED MEET OR EXCEED 2. ALL ROOF TO WALL TRANSITIONS. DOWNSPOUTS WITH ARCHITECT BE PROVIDED BETWEEN THE INSULATION AND THE ROOF THE ASSUMED VENTILATION VALUES, OR C. SEE BUILDING SECTIONS FOR ROOF PROFILE. SEE PRIOR TO CONSTRUCTION. PROVIDE SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE ADJUST THE DESIGN AS REQUIRED TO MEET STRUCTURAL FOR ROOF TRUSS DIRECTION, OVERBUILDS, ETC. 3. SLOPE TRANSITIONS (VALLEYS). CONCRETE SPLASH BLOCK AT EACH LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE THE VENTILATION REQUIREMENTS OF EACH OF COORDINATE ROOF PLAN WITH WITH FINAL ROOF TRUSS SHOP 4. MAJOR ROOF PENETRATIONS. DOWNSPOUT BASE AND SLOPE TO SPACE VENTILATED WITH 40 PERCENT MIN / 50 PERCENT MAX. THE DRAFT-STOPPED SPACES OF THE ATTIC. DRAWINGS. H. PROVIDE SELF-ADHERING BUTYL FLASHING AT ALL DRAIN AWAY FROM BUILDING. OF THE REQUIRED VENTILATION PROVIDED BY VENTILATORS D. ALL ROOF OVERHANGS TO BE 1'-4" U.N.O. ROOF PENETRATIONS. COORDINATE WITH CIVIL FOR LOCATED IN THE UPPER PORTION OF THE ATTIC. UPPER 1• SOFFIT VENTS HAVE 5 S.I. NET FREE ROOF PLAN LEGEND SHEET DOWNSPOUTS THAT TIE INTO VENTILATION AREA PER LINEAR FOOT. E. AT ANY ROOF OVERBUILD AREAS: PROVIDE 6"x6" HOLES I. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET THROUGH SHEATHING AT EACH JOIST BAY TO PROVIDE LAMINATED ASPHALT SHINGLE OVER 15# FELT PER SEEPAGE BEDS. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE 2. RIDGE VENTS HAVE 12 S.I. NET FREE VENTILATION. WHERE A ROOF OVERBUILD IS OVER A ATTIC ROOF TYPE PER SHEET A10.0. K. ALL ROOFING, FIXTURES AND MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATION VENTILATION AREA PER LINEAL FOOT. THIRD FLOOR WALL ROOF CONSTRUCTION CONSTRUCTION BELOW. ® TYPE PER SHEET DRAFT STOP, ONLY PROVIDE VENTILATION HOLES AT THE EQUIPMENT TO BE INSTALLED TO BE PROVIDE BY LOWER (EAVE / SOFFIT) VENTS. 3. ROOF VENT JACK HAVE 50 S.I. NET AA10.0. 1. ALL ROOFS OVER DWELLING UNITS ARE ROOF IN ACCORDANCE WITH THE PREFlNISHED METAL GUTTER. LARGER OVERBUILD AREA. METHOD OF VENTILATION: FREE VENTILATION AREA PER UNIT. TYPE "R1". MANUFACTURERS REQUIREMENT, SEE BUILDING ELEVATIONS AA2m2 F. PROVIDE METAL FLASHING AT ALL AREAS AS REQUIRED " " ACCEPTED BUILDING STANDARDS 1. LOWER VENTING: SOFFIT VENTS AT EAVES, ROOF JACKS. 4. GABLE WALL VENT. 50 S.I. NET FREE FOR DOWNSPOUT LOCATIONS. BUILDING TYPE 2-1 INCLUDING EAVE, RAKE AND PEAK DRIP FLASHING, VALLEYS, 2. ALL ROOFS OVER STAIRWAY ARE ROOF TYPE R2 . AND CONFORM TO ALL BUILDING VENTILATION PER UNIT. 1-HOUR FIRE PARTITION AND WALL-TO-ROOF TRANSITION FLASHING / STEP FLASHING. 3. ALL ROOFS OVER DWELLING UNIT DECKS ARE CODES. 2. UPPER VENTING: CONTINUOUS RIDGE VENTS, ROOF DWELLING UNIT SEPARATION ALL METAL FLASHING TO BE PREFlNISHED METAL (DARK BROWN). ROOF TYPE "R3". JACKS, UPPER SOFFIT / EAVE VENTS. WALL IN ATTIC. FLOOR AND ROOF PLANS BUILDING AREAS UNIT AREAS FLOOR PLAN KEYNOTES T :RES BUILDING TYPE 3-1 GROSS GROSS GROSS GROSS (A) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT YFLOOR FLOOR BUILDING BUILDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. PHAREA(E) AREA(F) AREA(G) AREA AREA AREA(H)FLOOR UNIT AREAS A FIRE AREA B UNIT AREAS C FIRE AREA D (B) AS MEASUREDTOTHE INSIDE FACEOF EXTERIORWALLS INCLUDING (F) AS MEASURED TO THE INSIDE FACEOF EXTERIORWALLS INCLUDING, AN STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. 2X2-1 932 1,019 1,003 - 80 1,082 FIRST FLOOR 2,148 S.F. 2,659 S.F. 2,291 S.F. 2,771 S.F. STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. (PER 2009 IBC CHAPTER 5 AND CHAPTER 10) 2X2-2 944 1,059 1,014 30 81 1,126 SECOND FLOOR 2,148 S.F. 2,433 S.F. 2,291 S.F. 2,560 S.F. (PER 2018 IBC CHAPTERS AND CHAPTER 10) (C) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING 2X2-2A 944 1,059 1,014 30 81 1,126 TOTAL 4,296 S.F. 5,092 S.F. 4,582 S.F. 5,331 S.F. STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 3x2-1 1,070 1,184 1,146 30 81 1,258 THEAR(HITECTSOFFI(E C� (D) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. TOTAL x 2 8,592 S.F. 10,184 S.F. 9,164 S.F. 10,662 S.F. r STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT BOI MAIN STREET (208) AH3 4 O.COM C0M INCLUDING STAIRWAYS.ol OISE, IDAH083702 TAOIDAH 81'-10" ol 81'-10" UNIT 2x2-1: 41'-0" UNIT 2x2-1: 40'-10" UNIT 2x2-1: 41'-0" UNIT 2x2-1: 40'-10" ol 5'-8" 3'-4" 14'-0" 6'-0" 12'-0" 12'-0" 6'-0" 14'-0" 3'-4" L, 5'-6" ol 5'-8" 0 L,3'-4" 14'-0" 6'-0" 12'-0" 12'-0" 01 6'-0" 14'-0" 3'-4"0 L, 5'-6" 4 5 6 7 4 5 6 7 M4.3 AA4.3 TM4.3 AA4.3 AA4.3 AA4.3 AA4.3 AA4.3 co I I 00 � I I co CD I I o o ID o 10 rl � � 10 AA4.3 . 4.3 1 FLOOR PLAN GENERAL NOTES A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT -- ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE a JJ LL a I JJ LL I BEGINNING OF CONSTRUCTION. CD O O _cj CDO O B. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL U.N.O. o - o o o C. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL. � J UNIT 3x2-1 UNIT 3x2-1 � J - - L_ J UNIT 3x2-1 UNIT 3x2-1 L J o / [ _ / o co � o / / o ao VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH STRUCTURAL FOUNDATION PROJECT 2 [ RE: 1 AA3.3 RE: 1 AA3.3 J� I 2 [ RE: 1 AA3.3 RE: 1 AA3.3 ] a O O � PLAN. 0O 0O a OPP. a AA4.3 I - I AA4.3 I D. SEE UNIT TYPE ENLARGED FLOOR PLANS (SHEETS AA3.1-AA3.3) FOR ALL UNIT - - DIMENSIONS, KEYNOTES AND FOR DOOR AND WINDOW CALLOUTS. E. SEE ENLARGED STAIRWAY PLANS AND STAIRWAY SECTIONS (SHEETS AA8.0) FOR JUMP CREEK ALL STAIRWAY NOTES AND DIMENSIONS. F. FOR EXTENTS OF FIRE RATED CONSTRUCTION, SEE FIRE RATED CONSTRUCTION S 0 U T H PLANS AND BUILDING CODE SUMMARY, SHEETS AAO.1-AAO.2. o AA4 3 0 o CD AA4 3 RAKE G. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE-RESISTIVE CONSTRUCTION _ TO COMPLY WITH 2018 IBC SECTION 714. SEE SHEETS AA11.0-AA11.2. A P A R T M E N T S Q Q °� 0L (<�' c Do TESTED AND LISTED ASSEMBLIES TO BE PROVIDED TO FIELD INSPECTOR. H. FIRE SPRINKLER SYSTEMS TO BE DESIGN-BUILD BY THE GENERAL CONTRACTOR. VERIFY FINAL LOCATION OF FIRE SPRINKLER RISER CLOSET FOR EACH BUILDING RAKE WITH CIVIL DRAWINGS AND FIRE SPRINKLER CONTRACTOR SHOP DRAWINGS. 1 8 1, 4 I. VERIFY WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR FOR THE SIZE N. BLACK CAT R D. 11'-6" 8'-8" �-4. 11'-0" 4'-0" 9'-0" 4'-0" 11'-0" 1_q 8'-8" 11'-6" 11'-6" 8'-8" �_4 11'-0" 4'-0" 9'-0" 4'-0" 11'-0' 8'-8' 11'-6' REQUIREMENTS OF THE ELECTRICAL ENCLOSURE CONSTRUCTION. W• M c M I L LA N R D. J. EXTERIOR DOOR LANDINGS AT ALL EXTERIOR DOOR LOCATIONS TO BE FLUSH BUILDING TYPE 3-1 BUILDING TYPE 3-1 WITH FINISH FLOOR AND SLOPE AWAY FROM THE BUILDING 2 PERCENT MAXIMUM MERIDIAN, IDAHO 83646 SLOPE AND 2 PERCENT MAXIMUM CROSS SLOPE FOR A MINIMUM DISTANCE OF FIRST FLOOR PLAN SECOND FLOOR PLAN 5'-0". 2 SCALE: 1/8" = 1 -0" BUILDINGS J &K SCALE: 1/8" = 1 -0" BUILDINGS J &K K. SEE SITE PLANS AND CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS AT BUILDING. L. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN 4 5 6 7 ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING AA4.3 AA4.3 AA4.3 M4.3 STANDARDS AND CONFORM TO ALL BUILDING CODES. RAKE EAVE EAVE EAVE - - � S� SLR ,Ir - - EAVE v= - �I II 6:12 W 6:12 III _ _ FLOOR PLAN LEGEND I I� l o" G<<� �P oil I r WALL CONSTRUCTION PER WALL DOOR CALLOUT PER EAVE W I I EAVE PLANTYPES S.FOR SEE DENTI�FICATONNAND ®IT DOOR S 9H0EDULE SEAL o II G y'O `fie �l I1 0 CN J CONSTRUCTION TYPES SHEET WALL CONSTRUCTION 3 SLOPE y�O N I' J I �QJ' (n Q A10.0 FOR CONSTRUCTION �W TYPE PER SHEET AA4.3 EAVE SLR EAVE NOTES. A10.0. I 6.12 7 y ql I RIDGE RIDG I J� Q o Ir Jam = RI E 11 SLOPE RIDS �Q '1 1' IbGE SLOPE II ROOF PLAN KEYNOTES O � � 612 � � This document is the property of THE ARCHITECTS 2 I I I I I I I 6:12 Ll OFFICE, PLLC and is not to be duplicated without written authorization. AA4.3 II _ P I W I `, 0 © THE ARCHITECTS OFFICE, PLLC l ONE II �Jp �� � t0 'I 1 I IL - - FILE DATE I I I 1 . P MARCH 17, 2023 1 EAVEII � � - 11 I U �- FAVE , 0 AA4.3 SLO E SLOPE I SLOPE SLOPE 2 No. � 20-707 AA2.0 6:1 6:12 6:12 6:12 SAVE L u EAVE u SAVE DRAWN L to RAKE RAKE MATT RHEE BUILDING TYPE 3-1 REVISIONS 3 ROOF PLAN SCALE: 1/8" = V-0" BUILDINGS J &K ROOF GENERAL NOTES ROOF VENTILATION GENERAL NOTES ROOF VENTILATION CALCULATION A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING G. PROVIDE 3'-0" WIDE ICE AND WATER SHIELD AT THE J. PROVIDE 22 GA PREFINISHED ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR NOTE: THE FOLLOWING AREAS FOR SOFFIT CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE FOLLOWING LOCATIONS: SEAMLESS ALUMINUM GUTTER. EACH SPACE BY VENTILATING OPENINGS PROTECTED AGAINST AND RIDGE VENTS IS BASED ON TYPICAL DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF 1. ALL EAVES (EXTEND 3'-0" UP PAST EXTERIOR MAXIMUM LENGTH OF GUTTER TO THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING CONSTRUCTION PRODUCTS OF THIS TYPE. CONSTRUCTION. DOWNSPOUT: 20'-0". COORDINATE SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE GENERAL CONTRACTOR TO VERIFY THAT THE B. ALL KEYNOTES, DIMENSIONS AND NOTES TYPICAL. WALL BELOW). THE FINAL LOCATION OF ALL MOVEMENT OF AIR. A MINIMUM OF 1" OF AIR SPACE SHALL FINAL PRODUCTS SELECTED MEET OR EXCEED 2. ALL ROOF TO WALL TRANSITIONS. DOWNSPOUTS WITH ARCHITECT BE PROVIDED BETWEEN THE INSULATION AND THE ROOF THE ASSUMED VENTILATION VALUES, OR C. SEE BUILDING SECTIONS FOR ROOF PROFILE. SEE PRIOR TO CONSTRUCTION. PROVIDE SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE ADJUST THE DESIGN AS REQUIRED TO MEET STRUCTURAL FOR ROOF TRUSS DIRECTION, OVERBUILDS, ETC. 3. SLOPE TRANSITIONS (VALLEYS). CONCRETE SPLASH BLOCK AT EACH LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE THE VENTILATION REQUIREMENTS OF EACH OF COORDINATE ROOF PLAN WITH WITH FINAL ROOF TRUSS SHOP 4. MAJOR ROOF PENETRATIONS. DOWNSPOUT BASE AND SLOPE TO SPACE VENTILATED WITH 40 PERCENT MIN / 50 PERCENT MAX. THE DRAFT-STOPPED SPACES OF THE ATTIC. DRAWINGS. H. PROVIDE SELF-ADHERING BUTYL FLASHING AT ALL DRAIN AWAY FROM BUILDING. OF THE REQUIRED VENTILATION PROVIDED BY VENTILATORS D. ALL ROOF OVERHANGS TO BE 1'-4" U.N.O. ROOF PENETRATIONS. COORDINATE WITH CIVIL FOR LOCATED IN THE UPPER PORTION OF THE ATTIC. UPPER 1• SOFFIT VENTS HAVE 5 S.I. NET FREE ROOF PLAN LEGEND SHEET DOWNSPOUTS THAT TIE INTO VENTILATION AREA PER LINEAR FOOT. E. AT ANY ROOF OVERBUILD AREAS: PROVIDE 6"x6" HOLES I. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET THROUGH SHEATHING AT EACH JOIST BAY TO PROVIDE LAMINATED ASPHALT SHINGLE OVER 15# FELT PER SEEPAGE BEDS. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE 2. RIDGE VENTS HAVE 12 S.I. NET FREE VENTILATION. WHERE A ROOF OVERBUILD IS OVER A ATTIC ROOF TYPE PER SHEET A10.0. K. ALL ROOFING, FIXTURES AND MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATION VENTILATION AREA PER LINEAL FOOT. THIRD FLOOR WALL ROOF CONSTRUCTION CONSTRUCTION BELOW. ® TYPE PER SHEET DRAFT STOP, ONLY PROVIDE VENTILATION HOLES AT THE EQUIPMENT TO BE INSTALLED TO BE PROVIDE BY LOWER (EAVE / SOFFIT) VENTS. 3. ROOF VENT JACK HAVE 50 S.I. NET AA10.0. 1. ALL ROOFS OVER DWELLING UNITS ARE ROOF IN ACCORDANCE WITH THE PREFINISHED METAL GUTTER. LARGER OVERBUILD AREA. METHOD OF VENTILATION: FREE VENTILATION AREA PER UNIT. TYPE "R1". MANUFACTURERS REQUIREMENT, SEE BUILDING ELEVATIONS AA20 F. PROVIDE METAL FLASHING AT ALL AREAS AS REQUIRED " " ACCEPTED BUILDING STANDARDS 1. LOWER VENTING: SOFFIT VENTS AT EAVES, ROOF JACKS. 4. GABLE WALL VENT. 50 S.I. NET FREE FOR DOWNSPOUT LOCATIONS. BUILDING TYPE 3-1 INCLUDING EAVE, RAKE AND PEAK DRIP FLASHING, VALLEYS, 2. ALL ROOFS OVER STAIRWAY ARE ROOF TYPE R2 . AND CONFORM TO ALL BUILDING VENTILATION PER UNIT. 1-HOUR FIRE PARTITION AND WALL-TO-ROOF TRANSITION FLASHING / STEP FLASHING. 3. ALL ROOFS OVER DWELLING UNIT DECKS ARE CODES. 2. UPPER VENTING: CONTINUOUS RIDGE VENTS, ROOF DWELLING UNIT SEPARATION ALL METAL FLASHING TO BE PREFINISHED METAL (DARK BROWN). ROOF TYPE "R3". JACKS, UPPER SOFFIT / EAVE VENTS. WALL IN ATTIC. FLOOR AND ROOF PLANS UNIT AREAS UNIT MIX KEYNOTES ® RHEES 1. LANDING AT DOOR TO BE FLUSH WITH FINISH FLOOR AND SLOPE AWAY FROM UNIT 2% MAX. RUBY UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TOTHE INSIDE FACE OF EXTERIOR WALLS NOT UNIT No. No. BUILDING TYPE 2-1 BUILDING TYPE 2-2 BUILDING TYPE 3-1 UNIT PROVIDE ACCESSIBLE THRESHOLD AT ALL GROUND FLOOR UNITS WITH MAX. HEIGHT OF 1 2" AREA(E) AREA(F) AREA( ) AREA AREA AREA(H) INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. BED BATH 1 2 T x 3 1 2 T x 6 1 2 T x 2 TOTALS / JOSEPH SLOPED 1:2 MAX. RE: DOOR SCHEDULE. PUTMAN 2x2-1 932 1,019 1,003 - 80 1,082 (F) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING, 2x2-1 2 2 2 2 4 12 12 2A. CONCRETE PATIO. ALL TYPE A UNIT PATIOS TO BE FLUSH WITH THE UNIT FINISH FLOOR (AND 2x2-2 944 1,059 1,014 30 81 1,126 STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. 2x2-2 2 2 2 2 4 23 23 STORAGE CLOSET) AND SLOPE AWAY FROM THE BUILDING 2% MAX. SLOPE. (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) 2x2-2A 944 1,059 1,014 30 81 1,126 2x2-2A 2 2 1 FO 1 1 1 2B. CONCRETE PATIO AT FIRST FLOOR, DECK AND GUARD RAILING AT SECOND FLOOR PER WALL 3x2-1 1,070 1,184 1,146 30 81 1,258 (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 3x2-1 3 2 2 2 4 8 8 SECTIONS AND DETAILS. OWNER OPTION: ALL GROUND FLOOR PATIOS (EXCEPT TYPE A UNITS) THEAR(HITECTSOFFI(E n INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. TOTALS 2 2 4 12 2 2 4 24 2 2 4 8 44 CAN BE FLUSH OR CAN BE RECESSED DOWN 4 INCHES MAX. FROM UNIT FINISHED FLOOR. (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, SECOND FLOOR DECKS CAN BE FLUSH OR CAN BE RECESSED DOWN 4 INCHES (7 INCHES MAX.) 499 MAIN STREET (208) 3 4 3-2 9 3 1 STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT BELOW THE UNIT FINISH FLOOR. BOISE, IDAHO 83702 TA 01 D A H 0.C 0 M INCLUDING STAIRWAYS. 3. AT FIRST FLOOR PROVIDE ADJUSTABLE TOILET FLANGE PER DETAIL 3/AA3.1. 4. FIBERGLASS TUB / SHOWER UNIT. CONTRACTOR TO VERIFY UNIT SELECTION WITH THE OWNER. GENERAL CONTRACTOR TO COORDINATE WITH THE FRAMING SUBCONTRACTOR THE ROUGH OPENING (R.O.) DIMENSIONS REQUIRED. AT UPPER FLOOR UNITS, FULLY INSULATE JOISTS UNDER TUBS AND SHOWERS AND AROUND DRAIN WITH FIBERGLASS INSULATION. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL NOTES. A. THIS TUB / SHOWER UNIT IS DESIGNATED AS THE ICC-ANSI COMPLIANT TYPE A TUB / SHOWER UNIT. 35'-0" B. THIS TUB / SHOWER UNIT AT ALL FIRST FLOOR LOCATIONS TO BE ICC-ANSI TYPE B COMPLIANT. 13'-8" 10'-0" 10 1 V-4" e C. EXTEND 5/8" TYPE X GWB BEHIND TUB/SHOWER UNIT AT ONE-HOUR RATED WALL(S). 2'-8" 8'-0" 3'-O" 2'-6" 5'-0" 2'-6" 10'-0" 1'4° ADJUST R.O. AS REQUIRED. D. OWNER OPTION: AT SECOND AND THIRD FLOOR UNITS PROVIDE SHOWER UNIT ONLY. 5. BATH 1 IS AN OPTION 6 BATH AT THIS UNIT (FIRST FLOOR) OR THE TYPE A BATH AT TYPE A UNIT. BATH 2 IS NOT REQUIRED FIXTURE CLEARANCE. A. PROVIDE FURRING AT TUB HEAD WALL AS REQUIRED TO ADJUST ROUGH OPENING (R.O.) 0 o REQUIREMENT TO ALLOW 5/8" TYPE X GWB BEHIND 3 SIDES OF THE TUB-SHOWER UNIT. 6. INSULATE BOTH SIDES OF PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. 7. PROVIDE TEMPERED GLASS AT WINDOW DUE TO PROXIMITY OF ADJACENT DOOR SWING. WINDOW DINING SUPPLIER TO CONFIRM ALL HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING. 8. HALF WALL BELOW FOR KITCHEN ISLAND (SHOWN DASHED): 2X6 WOOD STUDS AT 16" O.C. WITH GWB OVER. COORDINATE LENGTH OF WALL REQUIRED WITH MILLWORK CONTRACTOR. 9. WASHER AND DRYER CLOSET. NOTE: AT 1-HOUR WALL (WALL TYPE W5) PROVIDE 1-HOUR FIRE PATIO DECK - CD RATED RECESSED WASHER HOOK-UP BOX AND PROVIDE 1-HOUR RECESSED DRYER BOX PER 00 ;� DETAIL 1/AA7.2. AT NON-RATED WALLS (WALL TYPE W6) PROVIDE STANDARD NON-RATED RECESSED WASHER HOOK-UP BOX AND RECESSED DRYER BOX. A. PROVIDE SIDE BY SIDE ADA APPROVED WASHER AND DRYER AT TYPE A UNIT. SEE DETAIL PROJECT -- 11/AA6.2 FOR APPLIANCE TYPE OPTIONS. o B. OWNER OPTION: PROVIDE STACKING FRONT LOADING WASHER AND DRYER WITH OPTIONAL LIVING J ADJACENT UPPER AND LOWER CABINETRY PER ELEVATION OR SIDE-BY-SIDE WASHER AND DRYER WITH SHELVING ABOVE PER ELEVATION. SEE DETAIL 12/AA6.2 FOR APPLIANCE TYPE EO I --I-- a' OPTIONS . CILJUMP CREEK o KITCHEN ; ® M 10. HVAC UNIT. PROVIDE THRU-WALL VENT AT EXTERIOR WALL (SEE ELEVATIONS). PROPERLY FLASH AND TRIM WALL PENETRATION PER DETAIL 1-2/AA9.1 SIM. r _ J o SOUTH 0 11. ELECTRICAL SERVICE PANELBOARD LOCATION, SEE ELECTRICAL DRAWINGS. MOUNT TO ALLOW A O n 30"x48" CLEAR FLOOR SPACE IN FRONT OF PANELBOARD. ELECTRICAL PANEL WITHIN DWELLING A P A R T M E N T S BEDROOM 1 C, UNIT MOUNT TO BE WITHIN 15 -48 REACH RANGE PER ANSI 308. LO 12. ALL OUTLETS (POWER, PHONE, USB, ETC.) LOCATED ON A BACK WALL OVER COUNTERTOPS SHALL BE LOCATED 1'-0" FROM THE SIDEWALL OR 1'-0" FROM THE SIDE CABINET COUNTERTOP. NOTE: NOT ALL OUTLETS SHOWN. ONE OUTLET AT KITCHEN CAN BE LOCATED BEYOND THE REACH 00 RANGE. SEE DETAIL 8/AA6.0 FOR OUTLET CONFIGURATION OPTIONS. N. BLACK CAT R D. CD 13. CONTRACTOR TO VERIFY 40 MINIMUM CLEAR THROUGHOUT LENGTH OF KITCHEN BETWEEN ALL ® OPPOSING APPLIANCES, CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED W. M c M I L LA N R D. LAUNDRY APPLIANCES AND COUNTERTOP DETAILS (AS MEASURED TO COUNTERTOP NOSING OR PROTRUDING APPLIANCE). MERIDIAN, IDAHO 83646 14. DASHED LINES INDICATE ACCESSIBLE CLEARANCES AT FIRST FLOOR UNITS TYP. HALL i A. 30" X 48" CLEAR FLOOR SPACE, TO BE CENTERED/ALIGNED AT FIXTURE OR APPLIANCE. II B. 30" X 48" CLEAR FLOOR SPACE AT BATH TO BE LOCATED BEYOND THE DOOR SWING. C. 60" DIA. TURNING CLEARANCE. ----� --- —— — - — - D. 60" X 60" T-SHAPED TURNING CLEARANCE. CDE. DOOR CLEARANCE. o o `� I 1 1 - \'- 15. DECK COLUMN PE 0 R DETAIL 1/AA4.5. N -r--- --- ---J --rt—� 00 BATH 2 --- ,BATH , GENERAL NOTES BEDROOM 2CD o A. ALL FRAMING DIMENSIONS ARE TO FACE OF STUD (FOS) UNLESS OTHERWISE NOTED. ALL CLEAR __j e0 (CLR) DIMENSIONS ARE FROM FACE OF FINISH (WALL BASE, COUNTERTOP NOSING, FACE OF TRIM, SEAL ETC.). FIELD VERIFY ALL CLEAR DIMENSIONS FOR FIXTURES, CABINETS AND APPLIANCES. B. SEE SHEET AA10.0 WALL TYPES FOR SPECIFIC WALL ASSEMBLIES. ALL INTERIOR WALL PARTITIONS ARE WALL TYPE "W6" U.N.O. ® C. PROVIDE 2x10 SOLID WOOD BLOCKING IN WALLS FOR GRAB BAR MOUNTING AS REQUIRED BY ` FEDERAL FAIR HOUSING GUIDELINES AND AT ALL TOWEL HOOKS, PAPER HOLDERS, GLUE ON WALL ` o DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS REQUIRED. SEE BATH ELEVATIONS. `V D. ALL FURNITURE (SHOWN AS SHADED LINEWORK) IS SCHEMATIC ONLY AND IS N.I.C. 0 o E. PLUMBING FIXTURES LOCATED ON AN EXTERIOR WALL SHALL HAVE THE PLUMBING ROUTED N N THROUGH THE FLOOR AND NOT THE WALL CAVITY UNLESS PROVIDED A FURRING WALL INSIDE THE Q 21 BUILDING ENVELOPE. F. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS This document is the property of THE ARCHITECTS 01 3'-6" 5'-0" 3'-6" '-0. 3'-0" 7'-6" e REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. OFFICE, PLLC and is not to be duplicated without 11 G. ALL "TYPE A" UNITS TO COMPLY WITH THE 2018 IBC AND 2009 ICC-ANSI A117.1. SEE SHEET written authorization. 4'-6" 12'-0" 11'-6" 7'-0" AAO.5. ALL CONTROLS MUST BE ACCESSIBLE (LEVER STYLE OR SIMILAR), WHICH INCLUDES © THE ARCHITECTS OFFICE, PLLC OPERABLE WINDOWS, SINK & LAVATORY FAUCETS, KITCHEN CABINET DOOR HARDWARE, AND DOOR HARDWARE. FILE UNIT TYPE 2x2-1 H. ALL FIRST FLOOR UNITS (EXCEPT "TYPE A" UNITS) ARE TO BE "TYPE B" UNITS AND COMPLY 2018 DATE FLOOR PLAN 2-BEDROOM / 2-BATHROOM I. IBC AND 2009 ICC-ANSI A117.1. SEE SHEET AA0.6. MARCH 17, 2023 AT ALL FIRST FLOOR UNITS: FILE NO. SCALE: 1/4" = V-0" TYPE B UNIT AT FIRST FLOOR - LIGHT SWITCHES & THERMOSTATS AT +48" MAX. TO TOP OF OPERABLE PARTS. 20-701 AA3.0 - OUTLETS (POWER, PHONE, USB, ETC.) AT +15" MIN. A.F.F. TO CENTERLINE OF LOWEST PLUG-IN (VERIFY FLOOR HEIGHT). DRAWN INTEGRAL TUB / TUB / SHOWER 12" BLOCKING IN WALL FOR - OUTLETS AND SWITCHES (POWER, LIGHT, DISPOSAL, FAN, PHONE, USB, ETC.) ABOVE COUNTERS MATT RHEES SHOWER BLOCKING 2x4 FURRING GRAB BAR AND DROP-DOWN TO HIGHEST OVER THE COUNTER RECEPTACLE: +46" MAX. A.F.F. FOR PARALLEL APPROACH, OR PROVIDE WALL PER UNIT GRAB BAR ATTACHMENT. TOP OF +44" MAX. A.F.F. FOR FRONT APPROACH. 9 " TOILET. BLOCKING IN PLAN. BLOCKING TO BE 38" MIN. A.F.F. - THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO THE REVISIONS " TOILET FLANGE. WALL. TOP RECEPTACLE ON DUPLEX OUTLETS. 2 - IF OPERABLE WINDOWS ARE REQUIRED AND PROVIDED, AT LEAST ONE WINDOW IN EACH SPACE F1 FINISH FLOOR PER ' (NOT INCLUDING BATHROOMS OR KITCHENS) SHALL BE ACCESSIBLE WITH WINDOW CONTROLS SCHEDULE. i I MOUNTED BELOW 48" A.F.F ° WRAP TOILET FLANGE SEE 2/M3.1 FOR - CHANGES IN FLOOR LEVEL WITH HEIGHTS BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A a a WITH 2 1/2" TOILET FLANGE DETAIL BLOCKING IN SLOPE NO GREATER THAN 1V:2H. LEVEL CHANGES GREATER THAN 1/2" ARE PROHIBITED THICKNESS OF FOAM \ WALL FOR a TO ALLOW LATERAL GRAB BAR ADJUSTMENT AFTER ATTACHMENT LEGEND CONCRETE SLAB IS TUB/SHOWER TOILET VANITY AT FIRST POURED. LOCATIONS FLOOR UNITS. WALL CONSTRUCTION PER EXISTING OR NEW o ��� o o OF TOILET ARE SHOWN SEE DETAIL WALL CONSTRUCTION CONSTRUCTION ABOVE OR \ � �\ o ON UNIT PLANS AND / WALL PER a 4 AA3.1 TYPES. BELOW THE FLOOR PLAN. FACE OF � W WALL TYPE. INTERIOR ELEVATIONS \ \ CABINET 2x6 WALL PER WALL TYPE FURNITURE TYP. N.I.C. 0 ob\o o�o \o BELOW. 2x4 FURRING AND ARE EXACT FOR PLUMBING OR VENT. SHOW SCHEMATIC ONLY. DIMENSIONS. 1'-3 " WITH GWB FACE OF FINISH PROVIDE SOLID BLOCKING FILL GAP WITH GROUT MIN. CLR. UNIT DOOR NUMBER CALLOUT PER WHEN EXACT LOCATION " " COUNTERTOP. IN WALLS PER INTERIOR ® SHEET 2-10 R.O. 1 -7 f FIBERGLASS TUB-SHOWER SURROUND. ELEVATIONS. SHEET AA9.0. OER F EDFLANGE IS 4,-6" 1'-6" MIN. CLR. 1,-3" FUTURE AT FIRST FLOOR UNITS PROVIDE ADJACENT WALL LOCATION OF INTEGRAL BLOCKING OR BLOCKING IN UNIT WINDOW NUMBER CALLOUT PER MIN. CLR. MIN. CLR. DROP-DOWN WALL FOR GRAB BAR ATTACHMENT. CONSTRUCTION PER OTHER ® SHEET AA9.0. GRAB BAR. PLANS. ONE-HOUR EXIT ENCLOSURE WALL TYPE CALLOUT PER SHEET AA10.0. TOILET FLANGE AT SLAB TUB-TOILET PLAN DETAIL TUB WALL FURRING RISER CLOSET PLAN - - - FIRE L BARRIER WALL PER SEE OVERALL FLOOR PLANS FOR ■ WALL CONSTRUCTION TYPES. COMMON AREA WALL TYPE cauouTs. ENLARGED 1 -BEDROOM ONE-HOUR UNIT DEMISING SCALE:3" = 1'-0" AT ALL FIRST FLOOR TOILETS SCALE:3/4" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1-1/2" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1/4" = 1'-0" AT BUILDING TYPE 2-1 � FIRE EL coNS�TRuc�oNL YPRES. UNIT FLOOR PLANS UNIT AREAS UNIT MIX KEYNOTES ® RHEES 1. LANDING AT DOOR TO BE FLUSH WITH FINISH FLOOR AND SLOPE AWAY FROM UNIT 2% MAX. RUBY UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TOTHE INSIDE FACE OF EXTERIOR WALLS NOT UNIT No. No. BUILDING TYPE 2-1 BUILDING TYPE 2-2 BUILDING TYPE 3-1 UNIT PROVIDE ACCESSIBLE THRESHOLD AT ALL GROUND FLOOR UNITS WITH MAX. HEIGHT OF 1 2" AREA(E) AREA(F) AREA( ) AREA AREA AREA(H) INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. BED BATH 1 2 T x 3 1 2 T x 6 1 2 T x 2 TOTALS / JOSEPH SLOPED 1:2 MAX. RE: DOOR SCHEDULE. PUTMAW 2x2-1 932 1,019 1,003 - 80 1,082 (F) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING, 2x2-1 2 2 2 2 4 12 12 2A. CONCRETE PATIO. ALL TYPE A UNIT PATIOS TO BE FLUSH WITH THE UNIT FINISH FLOOR (AND 2x2-2 944 1,059 1,014 30 81 1,126 STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. 2x2-2 2 2 2 2 4 23 23 STORAGE CLOSET) AND SLOPE AWAY FROM THE BUILDING 2% MAX. SLOPE. (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) 2x2-2A 944 1,059 1,014 30 81 1,126 2x2-2A 2 2 1 FO 1 1 1 2B. CONCRETE PATIO AT FIRST FLOOR, DECK AND GUARD RAILING AT SECOND FLOOR PER WALL 3x2-1 1,070 1,184 1,146 30 81 1,258 (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 3x2-1 3 2 2 2 4 8 8 SECTIONS AND DETAILS. OWNER OPTION: ALL GROUND FLOOR PATIOS (EXCEPT TYPE A UNITS) THEAR(HITECTSOFFI(E n INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. TOTALS 2 2 4 12 2 2 4 24 2 2 4 8 44 CAN BE FLUSH OR CAN BE RECESSED DOWN 4 INCHES MAX. FROM UNIT FINISHED FLOOR. (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, SECOND FLOOR DECKS CAN BE FLUSH OR CAN BE RECESSED DOWN 4 INCHES (7 INCHES MAX.) 499 MAIN STREET (208) 3 4 3-2 9 3 1 STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT BELOW THE UNIT FINISH FLOOR. BOISE, IDAHO 83702 TA 01 D A H 0.C 0 M INCLUDING STAIRWAYS. 3. AT FIRST FLOOR PROVIDE ADJUSTABLE TOILET FLANGE PER DETAIL 3/AA3.1. 4. FIBERGLASS TUB / SHOWER UNIT. CONTRACTOR TO VERIFY UNIT SELECTION WITH THE OWNER. GENERAL CONTRACTOR TO COORDINATE WITH THE FRAMING SUBCONTRACTOR THE ROUGH OPENING (R.O.) DIMENSIONS REQUIRED. AT UPPER FLOOR UNITS, FULLY INSULATE JOISTS UNDER TUBS AND SHOWERS AND AROUND DRAIN WITH FIBERGLASS INSULATION. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL NOTES. A. THIS TUB / SHOWER UNIT IS DESIGNATED AS THE ICC-ANSI COMPLIANT TYPE A TUB / SHOWER UNIT. 35'-0" B. THIS TUB / SHOWER UNIT AT ALL FIRST FLOOR LOCATIONS TO BE ICC-ANSI TYPE B COMPLIANT. 12'-0" ol 1 V-8" ol 11'-4" C. EXTEND 5/8" TYPE X GWB BEHIND TUB/SHOWER UNIT AT ONE-HOUR RATED WALL(S). ADJUST R.O. AS REQUIRED. 3'-6" 5'-0" 3'-6" ol 5'-10" 5'-10" ol 2'-8" 5'-0" 3'-8" D. OWNER OPTION: AT SECOND AND THIRD FLOOR UNITS PROVIDE SHOWER UNIT ONLY. 5. BATH 1 IS AN OPTION 6 BATH AT THIS UNIT (FIRST FLOOR) OR THE TYPE A BATH AT TYPE A UNIT. BATH 2 IS NOT REQUIRED FIXTURE CLEARANCE. CDA. PROVIDE FURRING AT TUB HEAD WALL AS REQUIRED TO ADJUST ROUGH OPENING (R.O.) REQUIREMENT TO ALLOW 5/8" TYPE X GWB BEHIND 3 SIDES OF THE TUB-SHOWER UNIT. 6. INSULATE BOTH SIDES OF PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. 7. PROVIDE TEMPERED GLASS AT WINDOW DUE TO PROXIMITY OF ADJACENT DOOR SWING. WINDOW SUPPLIER TO CONFIRM ALL HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING. 8. HALF WALL BELOW FOR KITCHEN ISLAND (SHOWN DASHED): 2X6 WOOD STUDS AT 16" O.C. WITH r GWB OVER. COORDINATE LENGTH OF WALL REQUIRED WITH MILLWORK CONTRACTOR. BEDROOM 2 i ® 9. WASHER AND DRYER CLOSET. NOTE: AT 1-HOUR WALL (WALL TYPE W5) PROVIDE 1-HOUR FIRE I RATED RECESSED WASHER HOOK-UP BOX AND PROVIDE 1-HOUR RECESSED DRYER BOX PER i ATH J-6 BATH 1DETAIL 1/AA7.2. AT NON-RATED WALLS (WALL TYPE W6) PROVIDE STANDARD NON-RATED r RECESSED WASHER HOOK-UP BOX AND RECESSED DRYER BOX. L BEDROOM 1 �CDo A. PROVIDE SIDE BY SIDE ADA APPROVED WASHER AND DRYER AT TYPE A UNIT. SEE DETAIL PROJECT 11/AA6.2 FOR APPLIANCE TYPE OPTIONS. o o i Ln B. OWNER OPTION: PROVIDE STACKING FRONT LOADING WASHER AND DRYER WITH OPTIONAL ADJACENT UPPER AND LOWER CABINETRY PER ELEVATION OR SIDE-BY-SIDE WASHER AND --- -- --- --J DRYER WITH SHELVING ABOVE PER ELEVATION. SEE DETAIL 12/AA6.2 FOR APPLIANCE TYPE JUMPOPTIONS CREEK ® . 10. HVAC UNIT. PROVIDE THRU-WALL VENT AT EXTERIOR WALL (SEE ELEVATIONS). PROPERLY FLASH AND TRIM WALL PENETRATION PER DETAIL 1-2/AA9.1 SIM. SOUTH 11. ELECTRICAL SERVICE PANELBOARD LOCATION, SEE ELECTRICAL DRAWINGS. MOUNT TO ALLOW A 30"x48" CLEAR FLOOR SPACE IN FRONT OF PANELBOARD. ELECTRICAL PANEL WITHIN DWELLING I APARTMENT S I r I - UNIT MOUNT TO BE WITHIN 15"-48" REACH RANGE PER ANSI 308. � 12. ALL OUTLETS (POWER, PHONE, USB, ETC.) LOCATED ON A BACK WALL OVER COUNTERTOPS SHALL LAUNDRY BE LOCATED V-0" FROM THE SIDEWALL OR V-0" FROM THE SIDE CABINET COUNTERTOP. NOTE: I LJ_ _ - � NOT ALL OUTLETS SHOWN. ONE OUTLET AT KITCHEN CAN BE LOCATED BEYOND THE REACH W.I.C. I I RANGE. SEE DETAIL 8/AA6.0 FOR OUTLET CONFIGURATION OPTIONS. L CD _ — —_� 13. CONTRACTOR TO VERIFY 40" MINIMUM CLEAR THROUGHOUT LENGTH OF KITCHEN BETWEEN ALL N• BLACK CAT R D. L J I r OPPOSING APPLIANCES, CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED W. M c M I L LA N R D. APPLIANCES AND COUNTERTOP DETAILS (AS MEASURED TO COUNTERTOP NOSING OR PROTRUDING Ob J ---- APPLIANCE).APPLIANCE). MERIDIAN, IDAHO 83646 KITCHEN 00 14. DASHED LINES INDICATE ACCESSIBLE CLEARANCES AT FIRST FLOOR UNITS TYP. , A. 30" X 48" CLEAR FLOOR SPACE, TO BE CENTERED/ALIGNED AT FIXTURE OR APPLIANCE. LIVING 0 6. 30" X 48" CLEAR FLOOR SPACE AT BATH TO BE LOCATED BEYOND THE DOOR SWING. - - o C. 60" DIA. TURNING CLEARANCE. 00 1 1 1 1 oo D. 60" X 60" T-SHAPED TURNING CLEARANCE. L E. DOOR CLEARANCE. CN --- 15. DECK COLUMN PER DETAIL 1/AA4.5. GENERAL NOTES A. ALL FRAMING DIMENSIONS ARE TO FACE OF STUD (FOS) UNLESS OTHERWISE NOTED. ALL CLEAR DINING (CLR) DIMENSIONS ARE FROM FACE OF FINISH (WALL BASE, COUNTERTOP NOSING, FACE OF TRIM, SEAL L, ETC.). FIELD VERIFY ALL CLEAR DIMENSIONS FOR FIXTURES, CABINETS AND APPLIANCES. B. SEE SHEET AA10.0 WALL TYPES FOR SPECIFIC WALL ASSEMBLIES. ALL INTERIOR WALL PARTITIONS ARE WALL TYPE "W6" U.N.O. STORAGE PATIO DECK _ C. PROVIDE 2x10 SOLID WOOD BLOCKING IN WALLS FOR GRAB BAR MOUNTING AS REQUIRED BY ` CID FEDERAL FAIR HOUSING GUIDELINES AND AT ALL TOWEL HOOKS, PAPER HOLDERS, GLUE ON WALL ` DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS REQUIRED. SEE BATH ELEVATIONS. D. ALL FURNITURE (SHOWN AS SHADED LINEWORK) IS SCHEMATIC ONLY AND IS N.I.C. 0O E. PLUMBING FIXTURES LOCATED ON AN EXTERIOR WALL SHALL HAVE THE PLUMBING ROUTED THROUGH THE FLOOR AND NOT THE WALL CAVITY UNLESS PROVIDED A FURRING WALL INSIDE THE Q BUILDING ENVELOPE. F. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS This document is the property of THE ARCHITECTS REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. OFFICE, PLLC and is not to be duplicated without 1'-8" 2'-4" 1'-6" 8'-0" 1'-6" 1'-4' 1'-8" 5'-0" 4 v 2'-0" e G. ALL "TYPE A" UNITS TO COMPLY WITH THE 2018 IBC AND 2009 ICC-ANSI A117.1. SEE SHEET written authorization. 4'-6" 1 4'-0" 11'-0" 10'-0" 5-6" AA0.5. ALL CONTROLS MUST BE ACCESSIBLE (LEVER STYLE OR SIMILAR), WHICH INCLUDES © THE ARCHITECTS OFFICE, PLLC elk OPERABLE WINDOWS, SINK & LAVATORY FAUCETS, KITCHEN CABINET DOOR HARDWARE, AND DOOR HARDWARE. FILE UNIT TYPE 2x2-2 UNIT TYPE 2x2-2A H. ALL FIRST FLOOR UNITS (EXCEPT "TYPE A" UNITS) ARE TO BE "TYPE B" UNITS AND COMPLY 2018 DATE / 2-BATHROOM IBC AND 2009 ICC-ANSI A117.1. SEE SHEET AA0.6. MARCH 17, 2023 FLOOR PLAN 2-BEDROOM FLOOR PLAN 2-BEDROOM / 2-BATHROOM I. AT ALL FIRST FLOOR UNITS: FILE NO. SCALE: 1/4" = V-0" TYPE B UNIT AT FIRST FLOOR 1 ASCALE: 1/4" - V-0" TYPE A UNIT - LIGHT SWITCHES & THERMOSTATS AT +48" MAX. TO TOP OF OPERABLE PARTS. 20-701 AA3.0 - OUTLETS (POWER, PHONE, USB, ETC.) AT +15" MIN. A.F.F. TO CENTERLINE OF LOWEST PLUG-IN (VERIFY FLOOR HEIGHT). DRAWN INTEGRAL TUB / TUB / SHOWER 12" BLOCKING IN WALL FOR - OUTLETS AND SWITCHES (POWER, LIGHT, DISPOSAL, FAN, PHONE, USB, ETC.) ABOVE COUNTERS MATT RHEES SHOWER BLOCKING 2x4 FURRING GRAB BAR AND DROP-DOWN TO HIGHEST OVER THE COUNTER RECEPTACLE: +46" MAX. A.F.F. FOR PARALLEL APPROACH, OR PROVIDE WALL PER UNIT GRAB BAR ATTACHMENT. TOP OF +44" MAX. A.F.F. FOR FRONT APPROACH. 9 " TOILET. BLOCKING IN PLAN. BLOCKING TO BE 38" MIN. A.F.F. - THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO THE REVISIONS TOILET FLANGE. WALL. TOP RECEPTACLE ON DUPLEX OUTLETS. F1 FINISH FLOOR PER r - IF OPERABLE WINDOWS ARE REQUIRED AND PROVIDED, AT LEAST ONE WINDOW IN EACH SPACE SCHEDULE. (NOT INCLUDING BATHROOMS OR KITCHENS) SHALL BE ACCESSIBLE WITH WINDOW CONTROLS MOUNTED BELOW 48" A.F.F WRAP TOILET FLANGE SEE 2/AA3.2 FOR - CHANGES IN FLOOR LEVEL WITH HEIGHTS BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A THICKNESSS OF FOAM a a WITH 2 1 TOILET FLANGE DETAIL BLOCKING IN SLOPE NO GREATER THAN 1V:2H. LEVEL CHANGES GREATER THAN 1/2" ARE PROHIBITED a TO ALLOW LATERAL A fl WALL FOR a ADJUSTMENT AFTER GRAB BAR LEGEND CONCRETE SLAB IS TUB/SHOWER TOILET VANITY ATTACHMENT c POURED. LOCATIONS AT FIRST WALL CONSTRUCTION PER EXISTING OR NEW 0 0 o �C o Cbo OF TOILET ARE SHOWN SEE DETAIL FLOOR UNITS. WALL CONSTRUCTION CONSTRUCTION ABOVE OR 000 o o \\moo ON UNIT PLANS AND 4/AA3.2 WALL PER TYPES. BELOW THE FLOOR PLAN. INTERIOR ELEVATIONS FACE OF AND ARE EXACT CABINET W WALL TYPE. 2x6 WALL PER WALL TYPE FURNITURE TYP. N.I.C. BELOW. FOR PLUMBING OR VENT. SHOW SCHEMATIC ONLY. 0 0 0 00 0 Q \\o DIMENSIONS. 1°_ " 2x4 FURRING FACE OF WITH GWB PROVIDE SOLID BLOCKING \ \ \ \ \ \ \ \ \ \ FILL GAP WITH GROUT MIN. CLR. 07FINISH UNIT DOOR NUMBER CALLOUT PER WHEN EXACT LOCATION COUNTERTOP. IN WALLS PER INTERIOR ® SHEET OF FLANGE IS 2'-10" R.O. 1'-7"f SHEET AA9.0. FUTURE FIBERGLASS TUB-SHOWER SURROUND. ELEVATIONS. VERIFIED. 4'-6" V-6" MIN. CLR. 1�_3" AT FIRST FLOOR UNITS PROVIDE ADJACENT WALL /\ /\/\/\/\/\ LOCATION OF CONSTRUCTION PER OTHER ® SHEET WINDOW NUMBER CALLOUT PER \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ MIN. CLR. MIN. CLR. DROP-DOWN INTEGRAL BLOCKING OR BLOCKING IN GRAB BAR. WALL FOR GRAB BAR ATTACHMENT. PAS ONE-HOUR EXIT ENCLOSURE WALL TYPE CALLOUT PER SHEET AA10.0. 2 TOILET FLANGE AT SLAB TUB-TOILET PLAN DETAIL TUB WALL FURRING RISER CLOSET PLAN - - - FIRE BARRIER WALL PER SEE OVERALL FLOOR PLANS FOR ■ WALL CONSTRUCTION TYPES. COMMON AREA WALL TYPE CALLOUTS. ENLARGED 2-BEDROOM ONE-HOUR UNIT DEMISING SCALE:3" = 1'-0" AT ALL FIRST FLOOR TOILETS SCALE:3/4" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1-1/2" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1/4" = 1'-0" AT BUILDING TYPE 2-2 � FIRE EL coNS�TRuc�oNL YPRES. UNIT FLOOR PLANS UNIT FLOOR UNIT FLOOR STOR. DECK UNIT (E) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT UNIT No. No. BUILDING TYPE 2-1 BUILDING TYPE 2-2 BUILDING TYPE 3-1 UNIT KEYNOTES AREA(E) AREA AREA() AREA AREA AREA(H) INCLUDING STAIRWAYS,STORAGE CLOSETS, DECKS AND PATIOS. BED BATH 1 2 T x 3 1 2 T x 6 1 2 T x 2 TOTALS RHEES 2x2-1 932 1,019 1, 1. LANDING AT DOOR TO BE FLUSH WITH FINISH FLOOR AND SLOPE AWAY FROM UNIT 2% MAX. RUBY 0 003 - 80 1,082 (F) AS MEASURED INSIDE FACE OF EXTERIOR WALLS INCLUDING, 2x2-1 2 2 2 2 4 12 12 PROVIDE ACCESSIBLE THRESHOLD AT ALL GROUND FLOOR UNITS WITH MAX. HEIGHT OF 1/2" 2x2-2 944 1,059 1,014 30 81 1,126 STORAGE CLOSETS, PATIOS AND DECKS. NOT INCLUDING STAIRWAYS. 2x2-2 2 2 2 2 4 23 23 JOSEPH SLOPED 1:2 MAX. RE: DOOR SCHEDULE. 2x2-2A 944 1,059 1,014 30 81 1,126 (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) 2x2-2A 2 2 1 0 1 1 1 3x2-1 1,070 1,184 1,146 30 81 1,258 (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT 2A. CONCRETE PATIO. ALL TYPE A UNIT PATIOS TO BE FLUSH WITH THE UNIT FINISH FLOOR (AND PUTMA 3x2-1 3 2 2 2 4 8 8 STORAGE CLOSET) AND SLOPE AWAY FROM THE BUILDING 2% MAX. SLOPE. INCLUDING STAIRWAYS,STORAGE CLOSETS, PATIOS AND DECKS. TOTALS 2 2 4 12 2 2 4 24 2 2 4 8 44 26. CONCRETE PATIO AT FIRST FLOOR, DECK AND GUARD RAILING AT SECOND FLOOR PER WALL THEARICHITECTSOFFI(E r (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING, SECTIONS AND DETAILS. OWNER OPTION: ALL GROUND FLOOR PATIOS (EXCEPT TYPE A UNITS) STORAGE CLOSETS, PATIOS, DECKS AND RISER CLOSET. NOT CAN BE FLUSH OR CAN 6E RECESSED DOWN 4 INCHES MAX. FROM UNIT FINISHED FLOOR. INCLUDING STAIRWAYS. SECOND FLOOR DECKS CAN BE FLUSH OR CAN BE RECESSED DOWN 4 INCHES (7 INCHES MAX.) 499 MAIN STREET BELOW THE UNIT FINISH FLOOR. (2 0 8) 3 4 3 2 9 BOISE, IDAHO 83702 M T A O I D A H O.C O 3. AT FIRST FLOOR PROVIDE ADJUSTABLE TOILET FLANGE PER DETAIL 3/AA3.1. 4. FIBERGLASS TUB / SHOWER UNIT. CONTRACTOR TO VERIFY UNIT SELECTION WITH THE OWNER. GENERAL CONTRACTOR TO COORDINATE WITH THE FRAMING SUBCONTRACTOR THE ROUGH OPENING (R.O.) DIMENSIONS REQUIRED. AT UPPER FLOOR UNITS, FULLY INSULATE JOISTS UNDER TUBS AND SHOWERS AND AROUND DRAIN WITH FIBERGLASS INSULATION. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL NOTES. A. THIS TUB / SHOWER UNIT IS DESIGNATED AS THE ICC-ANSI COMPLIANT TYPE A TUB / SHOWER UNIT. 41'-0" B. THIS TUB / SHOWER UNIT AT ALL FIRST FLOOR LOCATIONS TO BE ICC-ANSI TYPE B COMPLIANT. 12'-0" 6'-0" 14'-0" ol 3'-4" ol 5-8" C. EXTEND 5/8" TYPE X GWB BEHIND TUB/SHOWER UNIT AT ONE-HOUR RATED WALL(S). ADJUST R.O. AS REQUIRED. 3'-6" ol 5'-0" L. 3'-6" 6'-0" 3'-2" 5'-0" 5'-10" D. OWNER OPTION: AT SECOND AND THIRD FLOOR UNITS PROVIDE SHOWER UNIT ONLY. 5. BATH 1 IS AN OPTION 6 BATH AT THIS UNIT (FIRST FLOOR) OR THE TYPE A BATH AT TYPE A UNIT. BATH 2 IS NOT REQUIRED FIXTURE CLEARANCE. A. PROVIDE FURRING AT TUB HEAD WALL AS REQUIRED TO ADJUST ROUGH OPENING (R.O.) REQUIREMENT TO ALLOW 5/8" TYPE X GWB BEHIND 3 SIDES OF THE TUB-SHOWER UNIT. 6. INSULATE BOTH SIDES OF PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. 00 7. PROVIDE TEMPERED GLASS AT WINDOW DUE TO PROXIMITY OF ADJACENT DOOR SWING. WINDOW SUPPLIER TO CONFIRM ALL HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING. 8. HALF WALL BELOW FOR KITCHEN ISLAND (SHOWN DASHED): 2X6 WOOD STUDS AT 16" O.C. WITH BEDROOM 3 GWB OVER. COORDINATE LENGTH OF WALL REQUIRED WITH MILLWORK CONTRACTOR. 9. WASHER AND DRYER CLOSET. NOTE: AT 1-HOUR WALL (WALL TYPE W5) PROVIDE 1-HOUR FIRE RATED RECESSED WASHER HOOK-UP BOX AND PROVIDE 1-HOUR RECESSED DRYER BOX PER 'BATH_2 I DETAIL 1/AA7.2. AT NON-RATED WALLS (WALL TYPE W6) PROVIDE STANDARD NON-RATED L_ BEDROOM 2 RECESSED WASHER HOOK-UP BOX AND RECESSED DRYER BOX. ell, A. PROVIDE SIDE BY SIDE ADA APPROVED WASHER AND DRYER AT TYPE A UNIT. SEE DETAIL PROJECT 11/AA6.2 FOR APPLIANCE TYPE OPTIONS. B. OWNER OPTION: PROVIDE STACKING FRONT LOADING WASHER AND DRYER WITH OPTIONAL ADJACENT UPPER AND LOWER CABINETRY PER ELEVATION OR SIDE-BY-SIDE WASHER AND _) co DRYER WITH SHELVING ABOVE PER ELEVATION. SEE DETAIL 12/AA6.2 FOR APPLIANCE TYPE JUMP CREEK -I OPTIONS . — — — — --- 10. HVAC UNIT. PROVIDE THRU-WALL VENT AT EXTERIOR WALL (SEE ELEVATIONS). PROPERLY FLASH SOUTH AND TRIM WALL PENETRATION PER DETAIL 1-2/AA9.1 SIM. :3 Kll� 11. ELECTRICAL SERVICE PANELBOARD LOCATION, SEE ELECTRICAL DRAWINGS. MOUNT TO ALLOW A _ _ 30"x48" CLEAR FLOOR SPACE IN FRONT OF PANELBOARD. ELECTRICAL PANEL WITHIN DWELLING BATH 1 APARTMENT S -- -AT — — — — — — UNIT MOUNT TO BE WITHIN 15 -48 REACH RANGE PER ANSI 308. I L--- W.I.C. 12. ALL OUTLETS (POWER, PHONE, USB, ETC.) LOCATED ON A BACK WALL OVER COUNTERTOPS SHALL LAUNDRY I— - `' BE LOCATED 1'-0" FROM THE SIDEWALL OR 1'-0" FROM THE SIDE CABINET COUNTERTOP. NOTE: co D NOT ALL OUTLETS SHOWN. ONE OUTLET AT KITCHEN CAN BE LOCATED BEYOND THE REACH kb RANGE. SEE DETAIL 8/AA6.0 FOR OUTLET CONFIGURATION OPTIONS. ' 13. CONTRACTOR TO VERIFY 40" MINIMUM CLEAR THROUGHOUT LENGTH OF KITCHEN BETWEEN ALL N. BLACK CAT RD. & OPPOSING APPLIANCES, CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED W. McMILLAN RD. APPLIANCES AND COUNTERTOP DETAILS (AS MEASURED TO COUNTERTOP NOSING OR PROTRUDING APPLIANCE). MERIDIAN, IDAHO 83646 IL J KITCHEN O O ® 14. DASHED LINES INDICATE ACCESSIBLE CLEARANCES AT FIRST FLOOR UNITS M. -J- IV Cc A. 30" X 48" CLEAR FLOOR SPACE, TO BE CENTERED/ALIGNED AT FIXTURE OR APPLIANCE. LIVING li E2 1 i B. 30" X 48" CLEAR FLOOR SPACE AT BATH TO BE LOCATED BEYOND THE DOOR SWING. C. 60" DIA. TURNING CLEARANCE. CD D. 60" X 60" T-SHAPED TURNING CLEARANCE. co BEDROOM 1 E. DOOR CLEARANCE. N 15. DECK COLUMN PER DETAIL 1/AA4.5. CDGENERAL NOTES I ZO A. ALL FRAMING DIMENSIONS ARE TO FACE OF STUD (FOS) UNLESS OTHERWISE NOTED. ALL CLEAR (CLR) DIMENSIONS ARE FROM FACE OF FINISH (WALL BASE, COUNTERTOP NOSING, FACE OF TRIM, SEAL DINING ETC.). FIELD VERIFY ALL CLEAR DIMENSIONS FOR FIXTURES, CABINETS AND APPLIANCES. B. SEE SHEET AA10.0 WALL TYPES FOR SPECIFIC WALL ASSEMBLIES. ALL INTERIOR WALL PARTITIONS o ARE WALL TYPE "W6" U.N.O. STORAGE PATIO DECK L, C. PROVIDE 2x10 SOLID WOOD BLOCKING IN WALLS FOR GRAB BAR MOUNTING AS REQUIRED BY ` FEDERAL FAIR HOUSING GUIDELINES AND AT ALL TOWEL HOOKS, PAPER HOLDERS, GLUE ON WALL DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS REQUIRED. SEE BATH ELEVATIONS. ` D. ALL FURNITURE (SHOWN AS SHADED LINEWORK) IS SCHEMATIC ONLY AND IS N.I.C. co E. PLUMBING FIXTURES LOCATED ON AN EXTERIOR WALL SHALL HAVE THE PLUMBING ROUTED THROUGH THE FLOOR AND NOT THE WALL CAVITY UNLESS PROVIDED A FURRING WALL INSIDE THE Q BUILDING ENVELOPE. F. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS This document is the property of THE ARCHITECTS REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. OFFICE, PLLC and is not to be duplicated without 1'-8"4 1 2'-4" 1'-6" 8'-0" el 1'-6" 1'-4°.11 1'-8"4 L, 5'-0" .1 112'-0" G. ALL "TYPE A" UNITS TO COMPLY WITH THE 2018 IBC AND 2009 ICC-ANSI A117.1. SEE SHEET written authorization. AAO.5. ALL CONTROLS MUST BE ACCESSIBLE LEVER STYLE OR SIMILAR), WHICH INCLUDES © THE ARCHITECTS OFFICE, PLLC OPERABLE WINDOWS, SINK & LAVATORY FAUCETS, KITCHEN CABINET DOOR HARDWARE, AND DOOR HARDWARE. FILE UNIT TYPE 3x2-1 H. ALL FIRST FLOOR UNITS (EXCEPT "TYPE A" UNITS) ARE TO BE "TYPE B" UNITS AND COMPLY 2018 DATE IBC AND 2009 ICC-ANSI A117.1. SEE SHEET AAO.6. MARCH 17, 2023 FLOOR PLAN 3-BEDROOM / 2-BATHROOM I. AT ALL FIRST FLOOR UNITS: FILE NO. SCALE: 1/4" - V-0" TYPE B UNIT AT FIRST FLOOR - LIGHT SWITCHES & THERMOSTATS AT +48" MAX. TO TOP OF OPERABLE PARTS. 20-701 AA3.0 - OUTLETS (POWER, PHONE, USB, ETC.) AT +15" MIN. A.F.F. TO CENTERLINE OF LOWEST PLUG-IN (VERIFY FLOOR HEIGHT). DRAWN INTEGRAL TUB / TUB / SHOWER 12" BLOCKING IN WALL FOR - OUTLETS AND SWITCHES (POWER, LIGHT, DISPOSAL, FAN, PHONE, USB, ETC.) ABOVE COUNTERS MATT RHEES SHOWER BLOCKING 20 FURRING GRAB BAR AND DROP-DOWN TO HIGHEST OVER THE COUNTER RECEPTACLE: +46" MAX. A.F.F. FOR PARALLEL APPROACH, OR PROVIDE WALL PER UNIT GRAB BAR ATTACHMENT. TOP OF +44" MAX. A.F.F. FOR FRONT APPROACH. 9 " TOILET. BLOCKING IN PLAN. BLOCKING TO BE 38" MIN. A.F.F. - THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO THE REVISIONS " TOILET FLANGE. WALL. TOP RECEPTACLE ON DUPLEX OUTLETS. 2� - IF OPERABLE WINDOWS ARE REQUIRED AND PROVIDED, AT LEAST ONE WINDOW IN EACH SPACE y FINISH FLOOR PER (NOT INCLUDING BATHROOMS OR KITCHENS) SHALL BE ACCESSIBLE WITH WINDOW CONTROLS SCHEDULE. MOUNTED BELOW 48 A.F.F WRAP TOILET FLANGE SEE 2/M3.3 FOR - CHANGES IN FLOOR LEVEL WITH HEIGHTS BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A a a WITH 2 1/2 TOILET FLANGE DETAIL BLOCKING IN SLOPE NO GREATER THAN 1V:2H. LEVEL CHANGES GREATER THAN 1/2" ARE PROHIBITED THICKNESS OF FOAM WALL FOR a TO ALLOW LATERAL GRAB BAR a ADJUSTMENT AFTER ATTACHMENT LEGEND CONCRETE SLAB IS TUB/SHOWER TOILET VANITY AT FIRST o POURED. LOCATIONS FLOOR UNITS. WALL CONSTRUCTION PER EXISTING OR NEW OF TOILET ARE SHOWN SEE DETAIL WALL CONSTRUCTION CONSTRUCTION ABOVE OR o o ON UNIT PLANS AND 4/AA3.3 WALL PER TYPES. BELOW THE FLOOR PLAN. INTERIOR ELEVATIONS FACE OF 0 0 � 000 o CABINET W WALL TYPE. AND ARE EXACT 2x6 WALL PER WALL TYPE FURNITURE TYP. N.I.C.oO BELOW. 2x4 FURRING FOR PLUMBING OR VENT. SHOW SCHEMATIC ONLY. DIMENSIONS. 1'-34" WITH GWB \\/ FACE OF FINISH PROVIDE SOLID BLOCKING FILL GAP WITH GROUT MIN. CLR. UNIT DOOR NUMBER CALLOUT PER WHEN EXACT LOCATION " COUNTERTOP. FIBERGLASS TUB-SHOWER SURROUND. IN WALLS PER INTERIOR # SHEET AA9.0. SHEET 2'—10 R.O. 1 -7 f ELEVATIONS. OF FLANGE IS " MIN. FUTURE AT FIRST FLOOR UNITS PROVIDE VERIFIED. 1'-6 4'-6" CLR. 1 -3 LOCATION OF INTEGRAL BLOCKING OR BLOCKING IN ADJACENT WALL UNIT WINDOW NUMBER CALLOUT PER MIN. CLR. MIN. CLR. DROP-DOWN WALL FOR GRAB BAR ATTACHMENT. CONSTRUCTION PER OTHER ® SHEET AA9.0. GRAB BAR. PLANS. ONE-HOUR EXIT ENCLOSURE WALL TYPE CALLOUT PER SHEET AA10.0. TOILET FLANGE AT SLAB TUB-TOILET PLAN DETAIL TUB WALL FURRING RISER CLOSET PLAN - - - FIRE BARRIER WALL PER SEE OVERALL FLOOR PLANS FOR ■ WALL CONSTRUCTION TYPES. COMMON AREA WALL TYPE CALLOUTS. ENLARGED 3-BEDROOM ONE-HOUR UNIT DEMISING SCALE:3" = 1'-0" AT ALL FIRST FLOOR TOILETS SCALE:3/4" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1-1/2" = 1'-0" SECOND AND THIRD FLOORS SIIM SCALE: 1/4" = 1'-0" AT BUILDING TYPE 3-1 � FIRE EL coNS�TRuc�oNL YPRES. UNIT FLOOR PLANS MI k, 1A 1 KEYNOTES ® :RHEES OIL 28'-0"t 1 28'-O"t 2 1. ARCHITECTURAL LAMINATED FIBERGLASS ROOF SHINGLES. YTOP Of ROOF TOP Of ROOF PHOF ROOF ATTIC VENTING. AN 2 2. 1 X 8 PAINTED FIBER-CEMENT FASCIA. PROVIDE PRE-FINISHED METAL DRIP FLASHING. PROVIDE PAINTED FIBER-CEMENT SOFFIT. PROVIDE PAINTED FIBER-CEMENT SOFFIT AT LOWER EAVE. 3 3 3. PROVIDE PRE-FINISHED GUTTER AND DOWNSPOUT PER ROOF PLAN. DOWNSPOUT LOCATIONS ARE +19'-0 1 2" +19,-0 1 2" SHOW SCHEMATIC AND ARE TO BE DESIGN-BUILD BY CONTRACTOR. VERIFY LOCATION OF THEARICHITECTSOMICE n TOP OF PLATE 1!7 ' 7A TOP OF PLATE 7A DOWNSPOUTS WITH GENERAL CONTRACTOR AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE. 0 -Elk E] CONNECT TO UNDERGROUND DRAINAGE SYSTEM PER CIVIL DRAWINGS OR PROVIDE CONCRETE 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 6 6 SPLASH BLOCK AT GROUND. BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M 5A 17 4. 4 X 12 PAINTED WOOD CORBEL. FINAL DESIGN / DETAIL TO BE PER GENERAL CONTRACTOR. o � 5. PAINTED FIBER-CEMENT SIDING TRIM. PROVIDE 'Z' FLASHING AT TOP PER MFR REQUIREMENTS. +9'-11 3 8" 18 111 3 8" 13 SECOND FLOOR SECOND FLOOR /A. 5 4 X 8 HORIZONTAL ACCENT BAND. T.O. SHEATHING 0 7C T.O. SHEATHINGCAM 9 B. 5/4 X 12 HORIZONTAL ACCENT BAND. 6 13 6. 1 X 4 PAINTED FIBER CEMENT SIDING TRIM TYP. AT CORNERS PER MFR DETAILS. 7. PAINTED FIBER CEMENT SIDING OVER BUILDING WRAP PER CONSTRUCTION WALL TYPE. PROVIDE El 20 20 ALL NECESSARY FLASHINGS WRB AND CAULKING PER MFR STANDARD DETAILS. Q'-0" 21 A. VERTICAL BOARD & BATTEN STYLE SIDING: PANTED 4' X 10' X 5/16" FIBER-CEMENT PANELS o'—on OR 21 FIRST FLOOR n FlRSf FLO WITH PAINTED 1 X 3FIGER-CEMENT BATTENS AT 12 O.C. 11 16 10 8 13 13 14 5B 5B 18 7C 6 14 5A 15 12 B. SHINGLE STYLE SIDING, 6-INCH EXPOSURE. C. HORIZONTAL LAP SIDING, 6-INCH EXPOSURE. BUILDING TYPE 2-1 A BUILDING TYPE 2-1 A 8. PROVIDE HORIZONTAL LAP SIDING AT STAIRWAYS (NOT SHOWN). 9. PROVIDE HORIZONTAL LAP SIDING AT PATIO / DECK (NOT SHOWN). FRONT ELEVATION BUILDING D 2 RIGHT SIDE ELEVATION BUILDING D 10. PAINTED FIBER-CEMENT TRIMS AT ENTRY CANOPY PER CANOPY DETAILS. SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" 11. ENTRY CANOPY FAUX COLUMN PER DETAILS. PROVIDE PAINTED FIBER-CEMENT PANELING AND TRIMS ABOVE WITH STOP CAP AND STONE SIDING BELOW. 12. DECK COLUMN PER DECK COLUMN DETAILS. PROVIDE PAINTED FIBER-CEMENT PANELING AND 1A 1 TRIMS. 13. STONE VENEER WALL FINISH PER WALL CONSTRUCTION TYPE. PROVIDE ALL NECESSARY FLASHINGS, OL 28'-0"t 1 28'-O"f 7A WRB AND CAULKING PER MFR STANDARD DETAILS. TOP Of ROOF TOP Of ROOF 2 1A 2 A. STONE VENEER CAP. PROVIDE TRANSITION FLASHING PER DETAIL X/AA4.X. 14. DOUBLE GLAZED VINYL FRAMED WINDOW PER WINDOW SCHEDULE WITH 1" X 4" PAINTED 4 3 FIBER-CEMENT TRIM. SEE WINDOW SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. 15. EXTERIOR DOOR PER DOOR SCHEDULE WITH 1 X 4 PAINTED FIBER-CEMENT TRIM. SEE DOOR PROJECT 6 7C+19'-0 1 2" +19'-0 1 2" SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. TOP OF PLATE _ 3 TOP OF PLATE 7A 16. PAINTED STEEL STAIR STRUCTURE WITH PRE-CAST CONCRETE TREADS AND PAINTED STEEL 2 6 GUARDRAIL AND HANDRAIL PER SHEET AA8.0. 17. DECK STRUCTURE PER DETAIL X/AA4.X WITH CONCRETE TOP, PAINTED FIBER-CEMENT CEILING, JUMP CREEK --------------------------- 77 9 56 PAINTED FIBER-CEMENT TRIMS. GUARD WALL IS A FRAMED WALL (3'-6" MIN. HIGH) SPANNING THE OPENING WITH A 3-3/4" MAX. OPENING ABOVE THE DECK AND FINISHED WITH FIBER-CEMENT nLT7�� , n _ _ _ _ _ 17 11SIDING AND TRIMS. SOUTH +9-11 3 8 +9 -11 3 8 SECOND FLOOR SECOND FLOOR 18. FIRE SPRINKLER RISER CLOSET WITH ASPHALT SHINGLE ROOF WITH PRE-FINISHED METAL APARTMENT S T.O. SHEATHING 14 T.O. SHEATHING 13A FLASHINGS, 1 x PAINTED FIBER-CEMENT FASCIA, SIDING AND TRIMS AND PAINTED INSULATED METAL DOOR. VERIFY WITH SITE PLAN FOR LOCATION OF CLOSET. SOME BUILDINGS HAVE THE RISER 12 13 CLOSET ON THE OPPOSITE SIDE. 00 20 00 E 00 20 19. WALL MOUNT ELECTRICAL PANEL LOCATION. VERIFY WITH SITE PLAN FOR LOCATION OF ELECTRICAL PANELS. SOME BUILDINGS HAVE THE ELECTRICAL PANELS ON THE OPPOSITE SIDE. 0'-0" 21 0'-0" 21 20. EXPOSED CONCRETE FOUNDATION WALL. C C CX FIRST FLOOR FIRST FLOOR 21. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN. SEE GRADING PLAN. W. M c M I L LA N R D. 6 70C 50A L 70A 13 13 L 12 1 15 9 17 5A 6 19 14 BUILDING MERIDIAN, IDAHO 83646 3BUILDING TYPE 2-1A TYPE 2-1A GENERAL NOTES REAR ELEVATION BUILDING D LEFT SIDE ELEVATION BUILDING D A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. SCALE: 1/8" = V-0" 4SCALE: 1/8" = V-0" B. REFER TO CONSTRUCTION TYPE DETAILS (SHEETS AA10.0) AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. 1A 1 C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (DARK BROWN) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL OR PRE-FINISHED METAL. ALL CAULKING OIL 28'-0"t 1 OIL 28'-0"t 2 TO BE APPROVED / RECOMMENDED BY THE MFR IN WHICH THE CAULKING IS IN CONTACT. ALL TOP Of ROOF TOP OF ROOF EXPOSED CAULKING NOT PAINTED TO MATCH ADJACENT MATERIAL FINISH COLOR. 4 4 1A D. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. SUB-CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS 2 5B FOR OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. 3 I 1 111111 11 IT 11 11 IT 11 11 IT 11 111111 111111 11 3 E. ALL SIDING TO BE FIBER CEMENT SIDING AND TRIMS AND TO BE INSTALLED PER MFR OL+19'-0 1 2" +19'-0 1 2" REQUIREMENTS / STANDARD DETAILS. PROVIDE UNDERLAMENTS, BUILDING WRAP, FLASHING, JOINT SEAL TOP OF PLATE 76 TOP OF PLATE 76 FLASHING, SELF-ADHERING WEATHER RESISTANT BARRIERS, CAULKING, ETC. AS REQUIRED BY SIDING 0 MFR. TO FORM AWEATHER-TIGHT EXTERIOR. ALL SIDING AND TRIMS TO BE PRIMED (OR 6 � 6 PRE-PRIMED) AND PAINTED. F. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2018 IBC 5A 17 REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. ` o +9'-11 3 8" '� 18 + - 111111111 11111111 9 SECOND FLOOR SECOND FLOOR EXTERIOR FINISH SCHEDULE T.O. SHEATHING 7C T.O. SHEATHING � 13A 6 13 ALL BUILDINGS 20 20 This document is the property MATERIAL MFR / COLOR MATERIAL FINISH COLOR p p y of THE ARCHITECTS OFFICE,PLLC and is not to be duplicated without 0'-0" 21 0'-0" 21 Mom' Mom' written authorization. COLOR: COLOR: FIRST FLOOR FIRST FLOOR ASPHALT SHINGLE LINE: TENANT ENTRY DOOR NUMBER: written ARCHITECTS OFFICE,PLLC 11 16 10 8 13 13 14 5B 5B 1 18 7C 6 14 5A 15 12 MFR: MFR: PAINTED FIBER—CEMENT FASCIA NUMBER: TENANT PATIO DOOR NUMBER: FILE COLOR: COLOR: DATE BUILDING TYPE 2-1 B BUILDING TYPE 2-1 B PAINTED FIBER—CEMENT MFR: MFR: MARCH 17, 2023 FRONT ELEVATION BUILDINGS B & F RIGHT SIDE ELEVATION BUILDINGS B & F SOFFIT NUMBER: STORAGE DOOR NUMBER: COLOR: COLOR: FILE No. 5SCALE: 1/8" = V-0" 6SCALE: 1/8" = V-0" PANTED HARDBOARD DOOR do MFR: MANUFACTURER: 20-707 AA5.0 WINDOW TRIMS, BELLY BANDS, NUMBER: VINYL WINDOW FRAME COLOR: ALMOND COLUMNS, CORBELS, ETC. COLOR: DRAWN 1A 1 PRE—FINISHED METAL COLOR TO MATCH WINDOW GLAZING COLOR: CLEAR MATT RHEES ob 28'-0"t 1 ob 28'-0"t 4 GUTTER & DOWNSPOUT FASCIA INSULATED TOP Of ROOF TOP OF ROOF MFR: 2 1A 2 STONE VENEER STYLE: METAL RAILING POWDER COAT REVISIONS COLOR: COLOR: BLACK 4 3 EXPOSED METAL FACTORY PRE—FINISHED METAL STAIRS POWDER COAT 6 7C FLASHING COLOR: DARK BROWN STRINGERS & RAILING COLOR: BLACK OL +19'-0 1 2" +19'-0 1/2 TOP OF PLATE — 3 TOP OF PLATE 76 COLOR PALLET A BUILDINGS: A, E & J 2 Ju 11 JU 116 PAINTED FIBER-CEMENT I MFR: MFR: Al F1 BOARD & BATTEN NUMBER: PAINTED HARDBOARD NUMBER: 9 56 SIDING / SHINGLE SIDING COLOR: LAP SIDING COLOR: II it II II 111 3 8" L 17 111 3 8" 11 SECOND FLOOR SECOND FLOOR COLOR PALLET B BUILDINGS: C, H & L T.O. SHEATHING 14 T.O. SHEATHING � ® 13A PAINTED FIBER-CEMENT MFR: PAINTED HARDBOARD MFR: 12 13 BOARD & BATTEN NUMBER: LAP SIDING NUMBER: 00 SIDING / SHINGLE SIDING COLOR: COLOR: 20 00 o0 20 0OL '-0" 21 0'-O" 21 COLOR PALLET C BUILDINGS: B, E & CLUBHOUSE SHEET FIRST FLOOR ir FIRST FLOOR PAINTED FIBER-CEMENT MFR: PAINTED HARDBOARD MFR: BOARD & BATTEN NUMBER: NUMBER: 6 7C 5A 7B 13 13 12 15 9 17 5A 6 19 14 SIDING / SHINGLE SIDING COLOR: LAP SIDING COLOR: BUILDING TYPE 2-1 13 BUILDING TYPE 2-1 B COLOR PALLET D BUILDINGS: D, G & K AA5ml REAR ELEVATION BUILDINGS B & F LEFT SIDE ELEVATION BUILDINGS B & F PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARDTFR: APARTMENT BUILDING TYPE 27SCALE: 1/8" = 1 -0" 8SCALE: 1/8" = 1 -0" SDNGD/ SHINGLENSIDING COLIOR:RLAP SIDING O OR R. EXTERIOR ELEVATIONS MI k, 4 1A ,A KEYNOTES ® :RHEES ' n ' n TOP OF ROOF 2 1 TOP OF ROOF , 1. ARCHITECTURAL LAMINATED FIBERGLASS ROOF SHINGLES. Y5A 4 A. PROVIDE ASPHALT SHINGLE RIDGE / HIP CAP. SEE ROOF PLAN FOR LOCATION AND TYPES PHOF ROOF ATTIC VENTING. AN 7C 2 2. 1 X 8 PAINTED FIBER-CEMENT FASCIA. PROVIDE PRE-FINISHED METAL DRIP FLASHING. PROVIDE PAINTED FIBER-CEMENT SOFFIT. PROVIDE PAINTED FIBER-CEMENT SOFFIT AT LOWER EAVE. 2 3 3. PROVIDE PRE-FINISHED GUTTER AND DOWNSPOUT PER ROOF PLAN. DOWNSPOUT LOCATIONS ARE +19'-0 1 2" At\+19'-0 1 2" SHOW SCHEMATIC AND ARE TO BE DESIGN-BUILD BY CONTRACTOR. VERIFY LOCATION OF TH E ARCH ITECTS OFFICE n TOP OF PLATE 3 TOP OF PLATE - 7A DOWNSPOUTS WITH GENERAL CONTRACTOR AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE. CONNECT TO UNDERGROUND DRAINAGE SYSTEM PER CIVIL DRAWINGS OR PROVIDE CONCRETE 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 6 5A SPLASH BLOCK AT GROUND. BOISE, IDAHO 83702 T A O I D A H O.C O M 7A 6 4. 4 X 12 PAINTED WOOD CORBEL. FINAL DESIGN / DETAIL TO BE PER GENERAL CONTRACTOR. 0 5. PAINTED FIBER-CEMENT SIDING TRIM. PROVIDE 'Z' FLASHING AT TOP PER MFR REQUIREMENTS. +9'-11 3 8" 5A +9'-11 3 8" 7C A. 5/4 X 8 HORIZONTAL ACCENT BAND. SECOND FLOOR SECOND FLOOR T.O. SHEATHING 14 T.O. SHEATHINGEl 13A B. 5/4 X 12 HORIZONTAL ACCENT BAND. 6. 1 X 4 PAINTED FIBER CEMENT SIDING TRIM TYP. AT CORNERS PER MFR DETAILS. 18 13 00 � 7. PAINTED FIBER CEMENT SIDING OVER BUILDING WRAP PER CONSTRUCTION WALL TYPE. PROVIDE 0o D 00 00 0 20 20 ALL NECESSARY FLASHINGS, WRB AND CAULKING PER MFR STANDARD DETAILS. IF -1 A. VERTICAL BOARD & BATTEN STYLE SIDING: PANTED 4' X 10' X 5/16" FIBER-CEMENT PANELS 0'-O" ! 21 0'-0" 21 WITH PAINTED 1 X 3 FIBER-CEMENT BATTENS AT 12" O.C. FIRST FLOOR FIRST FLOOR 19 7C 6 11 16 10 8 9 17 13 13 14 13 13 18 B. SHINGLE STYLE SIDING, 6-INCH EXPOSURE. C. HORIZONTAL LAP SIDING, 6-INCH EXPOSURE. BUILDING TYPE 2-2A BUILDING TYPE 2-2A 8. PROVIDE HORIZONTAL LAP SIDING AT STAIRWAYS (NOT SHOWN). 9. PROVIDE HORIZONTAL LAP SIDING AT PATIO / DECK (NOT SHOWN). FRONT ELEVATION BUILDINGS A, E & G RIGHT SIDE ELEVATION BUILDINGS A, E & G 10. PAINTED FIBER-CEMENT TRIMS AT ENTRY CANOPY PER CANOPY DETAILS. SCALE: 1/8" = V-0" 2SCALE: 1/8" = V-0" 11. ENTRY CANOPY FAUX COLUMN PER DETAILS. PROVIDE PAINTED FIBER-CEMENT PANELING AND TRIMS ABOVE WITH STOP CAP AND STONE SIDING BELOW. 12. DECK COLUMN PER DECK COLUMN DETAILS. PROVIDE PAINTED FIBER-CEMENT PANELING AND 4 7A 1A 4 1A TRIMS. 29'-0"t 29'-0"f 13. STONE VENEER WALL FINISH PER WALL CONSTRUCTION TYPE. PROVIDE ALL NECESSARY FLASHINGS, TOP OF ROOF 5A 2 1 TOP OF ROOF 2 1 WRB AND CAULKING PER MFR STANDARD DETAILS. 7C 7A 2 A. STONE VENEER CAP. PROVIDE TRANSITION FLASHING PER DETAIL X/AA4.X. 14. DOUBLE GLAZED VINYL FRAMED WINDOW PER WINDOW SCHEDULE WITH 1" X 4" PAINTED 2 3 FIBER-CEMENT TRIM. SEE WINDOW SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. 15. EXTERIOR DOOR PER DOOR SCHEDULE WITH 1 X 4 PAINTED FIBER-CEMENT TRIM. SEE DOOR PROJECT 3 6 SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. Olb+19'-0 1 2" +19'-0 1 2" TOP OF PLATE 7A WTOP OF PLATE - 7A 16. PAINTED STEEL STAIR STRUCTURE WITH PRE—CAST CONCRETE TREADS AND PAINTED STEEL GUARDRAIL AND HANDRAIL PER SHEET AA8.0. IIA 11[:: 1 ILI 6 5A 17. DECK STRUCTURE PER DETAIL X/AA4.X WITH CONCRETE TOP, PAINTED FIBER—CEMENT CEILING, JUMP CREEK 5A PAINTED FIBER-CEMENT TRIMS. GUARD WALL IS A FRAMED WALL (3'-6" MIN. HIGH) SPANNING NTHE OPENING WITH A 3-3/4" MAX. OPENING ABOVE THE DECK AND FINISHED WITH FIBER-CEMENT SOUTH +9'-11 3 8" 14 +g'_„ 3 g" 7C SIDING AND TRIMS. SECOND FLOOR SECOND FLOOR 18. FIRE SPRINKLER RISER CLOSET WITH ASPHALT SHINGLE ROOF WITH PRE-FINISHED METAL APARTMENT IST.O. SHEATHING 7C T.O. SHEATHING 11 FLASHINGS, 1 x PAINTED FIBER-CEMENT FASCIA, SIDING AND TRIMS AND PAINTED INSULATED METAL DOOR. VERIFY WITH SITE PLAN FOR LOCATION OF CLOSET. SOME BUILDINGS HAVE THE RISER 6 CLOSET ON THE OPPOSITE SIDE. 20 20 19. WALL MOUNT ELECTRICAL PANEL LOCATION. VERIFY WITH SITE PLAN FOR LOCATION OF ELECTRICAL PANELS. SOME BUILDINGS HAVE THE ELECTRICAL PANELS ON THE OPPOSITE SIDE. 0'-0" 21 0'-0" 21 20. EXPOSED CONCRETE FOUNDATION WALL. N. 6 LAC K CAT R D. FIRST FLOOR FIRST FLOOR 21. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN. SEE GRADING PLAN. W. M c M I L LA N R D. 6 13 13 7C 5A 13 13 14 BUILDING TYPE 2-2A BUILDING TYPE 2-2A GENERAL NOTES MERIDIAN, IDAHO 83646 3REAR ELEVATION BUILDINGS A, E & G LEFT SIDE ELEVATION BUILDINGS A, E & G A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. SCALE: 1/8" = V-0" 4SCALE: 1/8" = V-0" B. REFER TO CONSTRUCTION TYPE DETAILS (SHEETS AA10.0) AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. 1A 1 4 2 1A C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE-FINISHED METAL (DARK BROWN) U.O.N. ALL 29'-0"t 29'-O"t CONCEALED METAL FLASHING TO BE GALVANIZED METAL OR PRE-FINISHED METAL. ALL CAULKING TOP OF ROOF TOP OF ROOF 1 TO BE APPROVED / RECOMMENDED BY THE MFR IN WHICH THE CAULKING IS IN CONTACT. ALL EXPOSED CAULKING NOT PAINTED TO MATCH ADJACENT MATERIAL FINISH COLOR. 5A 4 D. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. SUB-CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS 7C 2 FOR OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. 2 3 E. ALL SIDING TO BE FIBER CEMENT SIDING AND TRIMS AND TO BE INSTALLED PER MFR +19'-0 1 2" +19'-0 1 2" REQUIREMENTS / STANDARD DETAILS. PROVIDE UNDERLAMENTS, BUILDING WRAP, FLASHING, JOINT SEAL TOP OF PLATE 3 wTOP OF PLATE - _ 7B FLASHING, SELF-ADHERING WEATHER RESISTANT BARRIERS, CAULKING, ETC. AS REQUIRED BY SIDING MFR. TO FORM AWEATHER-TIGHT EXTERIOR. ALL SIDING AND TRIMS TO BE PRIMED (OR 6 5A PRE-PRIMED) AND PAINTED. F. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2018 IBC 7B 6 REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES.OIL ` +9'-11 3 8" 0 5A +9'-11 3 8" 7C .7%SECOND FLOOR SECOND FLOOR T.O. SHEATHING ,4 T.O. SHEATHING ,3A EXTERIOR FINISH SCHEDULE 18 13 ALL BUILDINGS 20 20 MATERIAL MFR / COLOR MATERIAL FINISH COLOR This document is the property of THE ARCHITECTS OFFICE PLLC antl is not to be tlu licated without p 0'-0" 21 0'-0" 21 Mom' Mom' written authorization. FIRST FLOOR FIRST FLOOR ASPHALT SHINGLE LINE: TENANT ENTRY DOOR NUMBER: ©THE ARCHITECTS OFFICE,PLLC COLOR: COLOR: 19 7C 6 11 16 10 8 9 17 13 13 14 13 13 18 MFR: MFR: PAINTED FIBER—CEMENT NUMBER: TENANT PATIO DOOR NUMBER: FILE FASCIA COLOR: COLOR: DATE BUILDING TYPE 2-2 B BUILDING TYPE 2-2 B PAINTED FIBER—CEMENT MFR: MFR: MARCH 17, 2023 FRONT ELEVATION BUILDINGS C, H & L RIGHT SIDE ELEVATION BUILDINGS C, H & L SOFFIT NUMBER: STORAGE DOOR NUMBER: COLOR: COLOR: FILE No. 5SCALE: 1/8" = V-0" 6SCALE: 1/8" = V-0" PANTED HARDBOARD DOOR do MFR: MANUFACTURER: 20-707 AA5.0 WINDOW TRIMS, BELLY BANDS, NUMBER: VINYL WINDOW FRAME COLOR: ALMOND COLUMNS, CORBELS, ETC. COLOR: DRAWN 5A 4 76 2 1A 4 1A PRE—FINISHED METAL COLOR TO MATCH WINDOW GLAZING COLOR: CLEAR MATT RHEES TOOPP O OF 29'-0"t GUTTER & DOWNSPOUT FASCIA INSULATED F ROOF R 1 TOP OF ROOF 2 1 MFR:7C 7g 2 POWDER COAT STONE VENEER STYLE: METAL RAILING OLOR: COLOR: BLACK REVISIONS C 2 3 EXPOSED METAL FACTORY PRE—FINISHED METAL STAIRS POWDER COAT 3 6 FLASHING COLOR: DARK BROWN STRINGERS & RAILING COLOR: BLACK +19'-0 1 2" +19'-0 1 2" TOP OF PLATE 11 ILL 7B wTOP OF PLATE - 76 COLOR PALLET A BUILDINGS: A, E & J 6 5A PAINTED FIBER-CEMENT MFR: PAINTED HARDBOARD MFR: BOARD & BATTEN NUMBER: LAP SIDING NUMBER: 5A SIDING / SHINGLE SIDING COLOR: COLOR: 0 OIL +9'-11 3 8" 14 +9'-11 3 8" 7C O SECOND FLOOR SECOND FLOOR COLOR PALLET B BUILDINGS: C, H & L T.O. SHEATHING 7C T.O. SHEATHING 11 PAINTED FIBER-CEMENT MFR: PAINTED HARDBOARD MFR: [Ail 6 BOARD & BATTEN NUMBER: LAP SIDING NUMBER: SIDING / SHINGLE SIDING COLOR: COLOR: 20 I 20 0'-O" 21 0'-O" 21 COLOR PALLET C BUILDINGS: B, E & CLUBHOUSE SHEET FIRST FLOOR w FIRST FLOOR PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARD MFR: BOARD & BATTEN NUMBER: NUMBER: 6 13 13 7C 5A 13 13 14 SIDING / SHINGLE SIDING COLOR: LAP SIDING COLOR: AA5m2 BUILDING TYPE 2-2B BUILDING TYPE 2-2B COLOR PALLET D BUILDINGS: D, G & K 7REAR ELEVATION BUILDINGS C, H & L LEFT SIDE ELEVATION BUILDINGS C, H & L PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARDTOARFR: APARTMENT BUILDING TYPE 2-2 SCALE: 1/8" = 1 -0" 8SCALE: 1/8" = 1 -0" S DNGD/ SHINGLENSIDING COLIOR:RLAP SIDING O OR R. EXTERIOR ELEVATIONS MI k' 4 2 7A 1A ,A KEYNOTES ® :RHEES TOP OF }ROOF 5A 1 OP F }ROOF 1 1. ARCHITECTURAL LAMINATED FIBERGLASS ROOF SHINGLES. YA. PROVIDE ASPHALT SHINGLE RIDGE / HIP CAP. SEE ROOF PLAN FOR LOCATION AND TYPES PHOF ROOF ATTIC VENTING. AN 6 3 2. 1 X 8 PAINTED FIBER—CEMENT FASCIA. PROVIDE PRE—FINISHED METAL DRIP FLASHING. PROVIDE PAINTED FIBER—CEMENT SOFFIT. PROVIDE PAINTED FIBER—CEMENT SOFFIT AT LOWER EAVE. 2 7A 3. PROVIDE PRE—FINISHED GUTTER AND DOWNSPOUT PER ROOF PLAN. DOWNSPOUT LOCATIONS ARE SHOW SCHEMATIC AND ARE TO BE DESIGN—BUILD BY CONTRACTOR. VERIFY LOCATION OF THEARNITECTSOMICE n TOP OF PLATE _ �_—' 3 TOP OF PLATE 5A DOWNSPOUTS WITH GENERAL CONTRACTOR AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE. CONNECT TO UNDERGROUND DRAINAGE SYSTEM PER CIVIL DRAWINGS OR PROVIDE CONCRETE 499 MAIN STREET (2 0 8) 3 4 3 2 9 31 7A 7C SPLASH BLOCK AT GROUND. BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M 5A � 56 4. 4 X 12 PAINTED WOOD CORBEL. FINAL DESIGN / DETAIL TO BE PER GENERAL CONTRACTOR. ILI -[Lid5. PAINTED FIBER—CEMENT SIDING TRIM. PROVIDE 'Z' FLASHING AT TOP PER MFR REQUIREMENTS. +9'-11 3 8" 7C OL+9'-11 3 8" 7C A. 5/4 X 8 HORIZONTAL ACCENT BAND. SECOND FLOOR SECOND FLOOR T.O. SHEATHING 6 T.O. SHEATHING 13A B. 5/4 X 12 HORIZONTAL ACCENT BAND. _77- © 6. 1 X 4 PAINTED FIBER CEMENT SIDING TRIM TYP. AT CORNERS PER MFR DETAILS. 14 13 00 7. PAINTED FIBER CEMENT SIDING OVER BUILDING WRAP PER CONSTRUCTION WALL TYPE. PROVIDE 00 1 o0 20 00 00 20 ALL NECESSARY FLASHINGS, WRB AND CAULKING PER MFR STANDARD DETAILS. A. VERTICAL BOARD & BATTEN STYLE SIDING: PANTED 4' X 10' X 5/16" FIBER—CEMENT PANELS 0 21 21 —0" —0"0 " FIRST FLOOR `" `' FIRST FLOOR WITH PAINTED 1 X 3FlBER—CEMENT BATTENS AT 12 O.C. 7C 6 11 16 10 8 9 17 13 13 14 5A 6 19 18 B. SHINGLE STYLE SIDING, 6—INCH EXPOSURE. C. HORIZONTAL LAP SIDING, 6—INCH EXPOSURE. BUILDING TYPE 3-1 A BUILDING TYPE 3-1 A 8. PROVIDE HORIZONTAL LAP SIDING AT STAIRWAYS (NOT SHOWN). 9. PROVIDE HORIZONTAL LAP SIDING AT PATIO / DECK (NOT SHOWN). FRONT ELEVATION BUILDINGS J & K 2 RIGHT SIDE ELEVATION BUILDINGS J & K 10. PAINTED FIBER—CEMENT TRIMS AT ENTRY CANOPY PER CANOPY DETAILS. SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" 11. ENTRY CANOPY FAUX COLUMN PER DETAILS. PROVIDE PAINTED FIBER—CEMENT PANELING AND TRIMS ABOVE WITH STOP CAP AND STONE SIDING BELOW. 12. DECK COLUMN PER DECK COLUMN DETAILS. PROVIDE PAINTED FIBER—CEMENT PANELING AND 4 5A 2 5A 1 A 1 A TRIMS. 28'4"t 28'-6"t 13. STONE VENEER WALL FINISH PER WALL CONSTRUCTION TYPE. PROVIDE ALL NECESSARY FLASHINGS, TOP OF ROOF 1 TOP OF ROOF 1 WRB AND CAULKING PER MFR STANDARD DETAILS. 14 2 A. STONE VENEER CAP. PROVIDE TRANSITION FLASHING PER DETAIL X/AA4.X. 14. DOUBLE GLAZED VINYL FRAMED WINDOW PER WINDOW SCHEDULE WITH 1" X 4" PAINTED 2 3 FIBER—CEMENT TRIM. SEE WINDOW SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. 15. EXTERIOR DOOR PER DOOR SCHEDULE WITH 1 X 4 PAINTED FIBER—CEMENT TRIM. SEE DOOR PROJECT 3 6+19'-0 1 2" +19'-0 1 2 SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. " TOP OF PLATE �_ ' 7A TOP OF PLATE 7A 16. PAINTED STEEL STAIR STRUCTURE WITH PRE—CAST CONCRETE TREADS AND PAINTED STEEL GUARDRAIL AND HANDRAIL PER SHEET AA8.0. 6 5A 17. DECK STRUCTURE PER DETAIL X/AA4.X WITH CONCRETE TOP, PAINTED FIBER—CEMENT CEILING, JUMP C REEK 5A _ 7C PAINTED FIBER—CEMENT TRIMS. GUARD WALL IS A FRAMED WALL (3'-6" MIN. HIGH) SPANNING THE OPENING WITH A 3-3/4" MAX. OPENING ABOVE THE DECK AND FINISHED WITH FIBER—CEMENT " � " � SOUTH 5B 11SIDING AND TRIMS. +9—11 3 8 +9—11 3 8 SECOND FLOOR SECOND FLOOR 18. FIRE SPRINKLER RISER CLOSET WITH ASPHALT SHINGLE ROOF WITH PRE—FINISHED METAL APARTMENT IST.O. SHEATHING 7C T.O. SHEATHING 7C FLASHINGS, 1 x PAINTED FIBER—CEMENT FASCIA, SIDING AND TRIMS AND PAINTED INSULATED METAL DOOR. VERIFY WITH SITE PLAN FOR LOCATION OF CLOSET. SOME BUILDINGS HAVE THE RISER 6 11 CLOSET ON THE OPPOSITE SIDE. 20 20 19. WALL MOUNT ELECTRICAL PANEL LOCATION. VERIFY WITH SITE PLAN FOR LOCATION OF ELECTRICAL i PANELS. SOME BUILDINGS HAVE THE ELECTRICAL PANELS ON THE OPPOSITE SIDE. 0'—O" 21 0'-0" 21 20. EXPOSED CONCRETE FOUNDATION WALL. N. 6 LAC K CAT R D. FlRST FLOOR FIRST FLOOR � 21. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN. SEE GRADING PLAN. W. M c M I L LA N R D. 6 5B 13 13 5B 7C 6 14 5A 13 13 BUILDING TYPE -1 A BUILDING TYPE -1 A MERIDIAN, IDAHO 83646 U G 3 U G 3 GENERAL NOTES 3REAR ELEVATION BUILDINGS J & K LEFT SIDE ELEVATION BUILDINGS J & K A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. SCALE: 1/8" = V-0" 4SCALE: 1/8" = V-0" B. REFER TO CONSTRUCTION TYPE DETAILS (SHEETS AA10.0) AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE—FINISHED METAL (DARK BROWN) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL OR PRE—FINISHED METAL. ALL CAULKING TO BE APPROVED / RECOMMENDED BY THE MFR IN WHICH THE CAULKING IS IN CONTACT. ALL EXPOSED CAULKING NOT PAINTED TO MATCH ADJACENT MATERIAL FINISH COLOR. D. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. SUB—CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. E. ALL SIDING TO BE FIBER CEMENT SIDING AND TRIMS AND TO BE INSTALLED PER MFR REQUIREMENTS / STANDARD DETAILS. PROVIDE UNDERLAMENTS, BUILDING WRAP, FLASHING, JOINT SEAL FLASHING, SELF—ADHERING WEATHER RESISTANT BARRIERS, CAULKING, ETC. AS REQUIRED BY SIDING MFR. TO FORM A WEATHER—TIGHT EXTERIOR. ALL SIDING AND TRIMS TO BE PRIMED (OR PRE—PRIMED) AND PAINTED. F. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2018 IBC ` REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. EXTERIOR FINISH SCHEDULE ALL BUILDINGS Q MATERIAL MFR / COLOR MATERIAL FINISH COLOR This document is the property of THE ARCHITECTS MFR: MFR: OFFICE,PLLC and is not to be duplicated without ASPHALT SHINGLE LINE: TENANT ENTRY DOOR NUMBER: written authorization. COLOR: COLOR: ©THE ARCHITECTS OFFICE,PLLC PAINTED FIBER—CEMENT MFR: MFR:NUMBER: TENANT PATIO DOOR NUMBER. FILE FASCIA COLOR: COLOR: DATE PAINTED FIBER—CEMENT MFR: MFR: MARCH 17, 2023 NUMBER: STORAGE DOOR NUMBER: SOFFIT COLOR: COLOR: FILE N0. PANTED HARDBOARD DOOR do MFR: MANUFACTURER: 20-707 AA5.0 WINDOW TRIMS, BELLY BANDS, NUMBER: VINYL WINDOW FRAME COLOR: ALMOND COLUMNS, CORBELS, ETC. COLOR: DRAWN PRE—FINISHED METAL COLOR TO MATCH WINDOW GLAZING COLOR: CLEAR MATT RHEES GUTTER & DOWNSPOUT FASCIA INSULATED MFR: POWDER COAT STONE VENEER STYLE: METAL RAILING REVISIONS COLOR: COLOR: BLACK EXPOSED METAL FACTORY PRE—FINISHED METAL STAIRS POWDER COAT FLASHING COLOR: DARK BROWN STRINGERS & RAILING COLOR: BLACK COLOR PALLET A BUILDINGS: A, E & J PAINTED FIBER—CEMENT I MFR: D PAINTED HARDBOAR MFR: BOARD & BATTEN NUMBER: LAP SIDING NUMBER: SIDING / SHINGLE SIDING COLOR: COLOR: COLOR PALLET B BUILDINGS: C, H & L PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARD MFR: BOARD & BATTEN NUMBER: LAP SIDING NUMBER: SIDING / SHINGLE SIDING COLOR: COLOR: COLOR PALLET C BUILDINGS: B, E & CLUBHOUSE SHEET PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARD MFR: BOARD & BATTEN NUMBER: LAP SIDING NUMBER: SIDING / SHINGLE SIDING COLOR: COLOR: AA50 COLOR PALLET D BUILDINGS: D, G & K PAINTED FIBER—CEMENT MFR: PAINTED HARDBOARDTFR: APARTMENT BUILDING TYPE 3S D NGD/ SHINGLENSIDING COLIOR:R LAP SIDING O OR R. EXTERIOR ELEVATIONS 30-YEAR ARCHITECTURAL 30-YEAR ARCHITECTURAL KEYNOTES LAMINATED FIBERGLASS LAMINATED FIBERGLASS156 RHEES CLASS B ROOF SHINGLE. CLASS B ROOF SHINGLE. 20'-0" 1. CONTRACTOR TO FIELD VERIFY ELEVATION OF THE BACK OF THE PARKING LOT SIDEWALK. RUBY 15# FELT OR SYNTHETIC 15# FELT OR SYNTHETIC 1'-4" 17'-4" 1'-4" COMMUNITY CENTER FINISH FLOOR TO BE 3" MIN. AND 4" MAX. ABOVE BACK OF SIDEWALK. JOSEPH ROOF WRAP. ROOF WRAP. 2. CONCRETE ENTRY WALK TO BE FLUSH WITH THE BUILDING FINISH FLOOR AND SLOPE AWAY FROM PUTMAN ROOF SHEATHING PER \ ROOF SHEATHING PER 3 THE BUILDING AT 2% MAX. SLOPE (FOR A MINIMUM DISTANCE OF 5'-0"). EXTERIOR WALKWAYS STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS C4.0 ARE PART OF THE SITE DEVELOPMENT PACKAGE. CONTRACTOR TO COORDINATE SCOPE OF WORK. (9/16" OSB SHEATHING (9/16" OSB SHEATHING 3. CONCRETE DOOR LANDING TO BE FLUSH WITH THE BUILDING FINISH FLOOR AND SLOPE AWAY FROM MIN.). MIN.). THE BUILDING AT 2% MAX. SLOPE (FOR A MINIMUM DISTANCE OF 5'-0"). EXTERIOR WALKWAYS THEAR(HITECTSOFFI(E n ARE PART OF THE SITE DEVELOPMENT PACKAGE. CONTRACTOR TO COORDINATE SCOPE OF WORK. 4. CONCRETE COVERED PATIO TO BE FLUSH WITH THE BUILDING FINISH FLOOR AND SLOPE AWAY 499 MAIN STREET (2 0 8) 3 4 3 2 9 31 VENTILATION BAFFLE. MANUFACTURED WOOD ROOF ❑ ❑ BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M >_ FROM THE BUILDING 2% MAX. SLOPE. MANUFACTURED WOOD ROOF TRUSSES AT 24" O.C. TYP. 5. SEMI-RECESSED METAL FIRE EXTINGUISHER CABINET WITH GLASS DOOR (LARSON 2409R7 OR SCISSOR TRUSSES AT 24" PER STRUCTURAL DRAWINGS EQUAL). MOUNT TOP OF CABINET AT + 4'-0" A.F.F. MAX. MAXIMUM PROJECTION FROM THE O.C. TYP. PER STRUCTURAL / TRUSS MANUFACTURER. WALL IS 4 INCHES. DRAWINGS / TRUSS 6. PROVIDE RAISED PLATFORM FOR HVAC. PROVIDE P.T. 20 SLEEPERS AND 2x10 JOISTS AT 2'-0" MANUFACTURER. ao co O.C. SHEATH WITH 3/4" ACX PLYWOOD. PRIME AND PAINT (2) FINISH COATS. PROVIDE SHEATHING AS 1 REQUIRED BY HARDBOARD O° co 7. PROVIDE ELECTRIC 5-GALLON HOT WATER HEATER MOUNTED ON SHELF ABOVE. ------- R-49 MIN. FIBERGLASS CEILING SOFFIT - INSULATION IN ATTIC. MANUFACTURER. 8. FURNITURE SHOWN SCHEMATIC AND IS N.I.C. TYP. 2 9. 5% OF THE SEATING IN THE LOUNGE TO BE HANDICAP ACCESSIBLE. VAPOR BARRIER, TAPED. PAINTED HARDBOARD o C4.0 0 10. CONTRACTOR OPTION: PROVIDE DETAIL 2/AC2.0 FOR TOILET FLANGE DETAIL. (1) LAYER 5/8" GWB. CEILING. o ❑ PRIME AND PAINT. - ❑ ❑ � CD 11. SEE DETAIL 3-4/AC2.0 FOR COLUMN DETAIL. PROVIDE FLASHING BETWEEN FIBER-CEMENT SIDING AND STONE VENEER PER DETAILS 4/AC2.1. R11 OF/CEILING ASSEMBLY ROOF-CEILING TYPE TYPICALROOATVAULTED CEILIING R12 ROOF-CEILING TYPE F/CEILING ASSEBLY TYPICALROAT EXTERIOR CANOPY 12. WHERE EXTERIOR CONCRETE WALK / PATIO ABUTS THE EXTERIOR WALL, PROVIDE WALL FLASHING SCALE:3" = V-0" 0-HOUR SCALE:3" = V-0" 0-HOUR PER DETAIL 5/AC2.1. 3'-4" 8'-4» 00 cc i 1 00 00 EXTERIOR — — — AT HARDBOARD SIDING (ABOVE): PAINTED HARDBOARD SIDING PER BBQ PAINTED HARDBOARD SIDING PER ELEVATIONS. ELEVATIONS. (1) LAYER 15# FELT OR SEALED BUILDING WRAP. PROJECT BUILDING WRAP. WALL SHEATHING. SHEAR PANEL _'— — _ AT STONE VENEER FINISH (BELOW): PER STRUCTURAL DRAWINGS. o CD RRCD ' JUMP CREEK 2x6 WOOD STUDS AT 1'-4" O.C. VENEER STONE OVER MORTAR � ;� TYP. U.O.N. PER STRUCTURAL BED WITH METAL LATH PER 1 1 1 DRAWINGS. MANUFACTURE SPECIFICATIONS. C4.0 �1 R-19 FIBERGLASS BATT (2) LAYERS SEALED BUILDING ® � r, (ccSOUTH _ _ _ INSULATION. WRAP 6 MIL POLY VAPOR BARRIER, WALL SHEATHING / SHEAR PANEL .\ �, Jcc A P A R T M E N T S TAPED. PER STRUCTURAL DRAWINGS. ° 5/8" GWB. PRIME AND PAINT. 2x4 WOOD STUD COLUMN FRAMING o --- _ _ GENERAL NOTES AT 1'-4" O.C. TYP. U.O.N. PER INTERIOR STRUCTURAL DRAWINGS. CD L o A. GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF N, BLACK CAT R D. WITH SIDING FINISH WALL TYPE TYPICAL EXTERIOR WALL WALL TYPE SIDING ABOVTYPICAL CANOPY E VENEER STONE FILUMN WITHNISH BELOW OFFICE CONSTRUCTION. W 11 W 1 22 N B. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL U.N.O. W. M c M I LLAN R D. SCALE:3" = V-0" 0-HOUR SCALE:3" = V-0" 0-HOUR O k.�T _-__T_] = MAINTENANCE F} o C. SEE SITE PLANS FOR CONTINUATION OF SIDEWALKS AT BUILDING. MERIDIAN, I D A H 0 83646 Ln D. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM WALL. SEE WALL SECTIONS FOR TYPICAL EXTERIOR WALL CONSTRUCTION AT FOUNDATION. 1" E. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION PLAN. 4 FINISH FLOOR PER FINISH - i i F. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. CD 7T SCHEDULE. G. CONTRACTOR TO MAINTAIN BUILDING IN A WEATHER-TIGHT CONDITION WHEN FINISH MATERIALS ARE — — — — — — — 4" CONCRETE SLAB WITH INSTALLED. INTERIOR a a ° H. INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION, 5/8" GWB. PRIME AND ° a a CONTROL JOINTS AT GN12' O.C. SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT PARTITIONS WHERE POSSIBLE PAINT. ° a a° MAX. EACH WAY. ALIGN WITH J MORE THAN 450 AS DETERMINED BY ASTM E 84. ° 2x4 WOOD STUDS AT v ° 6-MIL. MIN. CROSS-LAMINATED O° °c I. GYPSUM BOARD MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS LISTED IN 2018 IBC 1'-4" O.C. TYP. U.O.N. ° a ° _ _ _ _ POLYETHYLENE VAPOR BARRIER C � CD TABLES 2506.2 AND 2018 IBC CHAPTER 35. GYPSUM BOARD MATERIALS SHALL BE ASSEMBLED AND PER STRUCTURAL 00 0 0 00 SHEETING. ADJOINING SHEETS 10 8'-1" 3., 6'-0" 5'-8' INSTALLED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN 2018 IBC TABLES 2508.1 DRAWINGS. o�� oo oo�o� oo 0o OF MEMBRANE SHALL BE AND 2018 IBC CHAPTER 35. 3-1/2" FIBERGLASS o o 0o OVERLAPPED 12-INCHES MIN. J. THE WALL AND CEILING FINISHES OF ROOMS SHALL HAVE A FLAME SPREAD OF 200 MAXIMUM AND A SEAL BATT SOUND o�o�oo 00 o 00 0��0 o FIT SHEETING TIGHTLY AROUND ❑❑ ❑❑ SMOKE-DEVELOPED INDEX OF 450 MAXIMUM AS ESTABLISHED BY ASTM E 84. ATTENUATION BLANKET. 00 o PIPE PENETRATIONS. �� o �oo K. EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE. SEE 2018 5/8" GWB. PRIME AND oo o 00 00 o 0 4" COMPACTED 3/4" MINUS IBC SECTION 1010.1.9.4 FOR ANY EXCEPTIONS. PAINT. STRUCTURAL GRAVEL FILL. (95% L. CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATION OF ALL SPECIAL EQUIPMENT AND ` INTERIOR COMPACTION). PER STRUCTURAL. SPECIAL POWER REQUIREMENTS. ` COMPACTED EARTH. (95% 6'-4" 1'4 7'-4" 1'4 3'-8" M. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED ARE TO BE IN ACCORDANCE WITH THE COMPACTION). PER STRUCTURAL. 20'-0" MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. IR WALL TYPE TYPICAL INTERIOR PARTITION WALL FLOOR TYPE TYPICAL INTERIOR CONCRETE SLAB I. WHERE BAR OR TABLE SEATING IS PROVIDED, ACCESSIBLE SEATING IS ALSO REQUIRED AT BAR OR W 13 F 11 FLOOR PLAN TABLE. PROVIDE A MIN. OF 5% ACCESSIBLE SEATING (OR 1 MIN. SEAT IN CLUSTERS OF SEATING This document is the property of THE ARCHITECTS SCALE:3" = V-0" 0-HOUR SCALE:3" = V-0" 0-HOUR AREA). FOR DINING SURFACES USED FOR CONSUMPTION OF FOOD OR DRINK, 5% MIN. OF LOOSE OFFICE, PLLC and is not to be duplicated without SCALE: 1/4" - V-0" SEATING MUST BE ACCESSIBLE PER IBC. ENSURE 34" MAX. HIGH & 27" MIN. KNEE SPACE AT written authorization. NORTH FURNITURE. (TYPICAL PEDESTAL TABLES DO NOT COMPLY WITH ACCESSIBILITY REQUIREMENTS.) © THE ARCHITECTS OFFICE, PLLC ENSURE ACCESSIBLE SEATS ARE DISTRIBUTED AMONG DIFFERENT TYPES OF SEATING ARRANGEMENTS & ARE INTEGRATED. ALSO ENSURE 36" MIN. ACCESSIBLE ROUTE IS PROVIDED AROUND FURNITURE THROUGHOUT THE SPACE. FILE DATE MARCH 17, 2023 FILE NO. 20-707 AC2.0 DRAWN MATT RHEES REVISIONS 9 " TOILET. 2 „ TOILET FLANGE. F11 � FINISH FLOOR PER SCHEDULE. WRAP TOILET FLANGE a WITH 2 1/2" THICKNESS OF FOAM a TO ALLOW LATERAL ADJUSTMENT AFTER 1'-4" 1 X4 PAINTED 1"-4" 2X4 COLUMN FRAMING. ° AD FIBER-CEMENT ° CONCRETE SLAB IS LEGEND POURED. LOCATIONS CORNER TRIM. � STONE CAP ABOVE. o OF TOILET ARE SHOWN o o o PAINTED STONE VENEER OVER FULL-HEIGHT WALL DOOR CALLOUT PER DOOR ob ON UNIT PLANS AND FIBER-CEMENT PANEL 1 2" CEMENT PLASTER CONSTRUCTION PER WALL # l O SCHEDULE SHEET AC9.0. o INTERIOR ELEVATIONS OVER BUILDING WRAP SCRATCH COAT OVER TYPE. AND ARE EXACT OVER 7/16" � METAL LATH OVER (2) o DIMENSIONS. SHEATHING OVER 2X4 LAYERS 15" FELT OR �i�\ NEW PARTIAL HEIGHT WALL # WINDOW CALLOUT PER DOOR SHEET o � � � � COLUMN FRAMING TYP. PER INTERIOR ELEVATIONS. O SCHEDULE SHEET AC9.0. FILL GAP WITH GROUT BUILDING WRAP OVER \\/\ �\ �\ �\ \\ �\ �\ �\ �\ WHEN EXACT LOCATION STONE VENEER 7/16" SHEATHING CONSTRUCTION ABOVE OR R=ROOF; W=WALL; F=FLOOR OF FLANGE IS OVER 2x4 COLUMN ® �W F❑ CONSTRUCTION TYPE CALLOUT MASONRY SLOPED TOP BELOW THE FLOOR PLAN. VERIFIED. W12 (BELOW). W12 FURRING. PER SHEET AC2.0. \ \ \ \ \ \ \ \ \ \ FURNITURE, FIXTURES OR EQUIPMENT (FF&E) NOT IN A 2m 2 TOILET FLANGE COLUMN DETAIL AT SIDING COLUMN DETAIL AT STONE CONTRACT. OFFICE SCALE:3" = V-0" 3SCALE:3/4" = V-0" SCALE:3/4" = V-0" FLOOR PLAN INSULATION BAFFLE. CUT (4) VENT HOLES PER KEYNOTES 11 7/8" ENGINEERED RIM JOIST (U.N.O.) TRUSS BAY. COORDINATE RHEES BLOCKING PER ROOF TRUSS MANUFACTURER AND LOCATION WITH ROOF 1. SHADED LINE INDICATES LINE OF WALL BELOW. RUBY PER STRUCTURAL DRAWINGS. " " " NAILING TO AVOID NAILS. METAL JOSEPH 6 6 6 6" ROOF 2. STEP FLASHING AT RAKE (SIDE) WALL (BELOW). PROVIDE GUTTER DIVERTER WHERE REQUIRED, SEE STEP DETAIL 3/AC2.1. PUTMAN FLASHING. 3 C4.0 3. PRE-FINISHED METAL RAIN GUTTER (OR RAIN GUTTER COLLECTOR AT VALLEY CORNER). SLOPE ALONG FLEXIBLE FASCIA DOWN TO LOWER GUTTER AND DOWNSPOUT. PROVIDE PRE FINISHED METAL DOWNSPOUT FROM N FLASHING RAKE GUTTER DOWN TO GRADE (SEE ELEVATIONS). PROVIDE CONCRETE SPLASH BLOCK OR TIE INTO SITE SHINGLE DRAINAGE SYSTEM AS REQUIRED. SEE CIVIL DRAWINGS FOR SITE DRAINAGE SYSTEM. THEARICHITECTSOFFI(E cn STYLE. 4. VENTILATED SOFFIT (8 SQ. IN. N.F.V./SQ. FT.). NOTCH TRUSS BLOCKING (OR OUTLOOKER BLOCKING SIM.) 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 3" 6" 6" 6" 3" DIVERTER. _-_T�❑� ❑ALL- PER DETAIL 2/AC2.1 TO ALLOW FOR ROOF VENTILATION. BOISE, IDAHO 83702 T A O I D A H 0.C 0 M �� L_ � SADDLE 5. CONTINUOUS RIDGE VENT (12 SQ. IN. N.F.V.A./FT. MIN.). INSTALL PER MANUFACTURER'S SPECIFICATIONS. 6 6 STOPS, 6. SCHEMATIC LOCATION OF DOWNSPOUT. GUTTERS AND DOWNSPOUTS ARE DESIGN-BUILD BY THE lk I I I I I DRIPS, & GENERAL CONTRACTOR. PROVIDE CONCRETE SPLASH BLOCK AT GROUND OR CONNECT TO DIVERTER. DRAINAGE PIPE PER CIVIL DRAWINGS. GUTTER AND SLOPE ON SLOPE ON FASCIA. 6:12612 SECTION ELEVATION EAVE SOFFIT VENTING STEP FLASHING DETAIL 2 C4.0 2SCALE: 1 1/2" = V-0" 3SCALE: 1 1/2" = V-0" ❑� 5 TYP. ❑� TYP. E � P.T. SILL SET IN SILL 3 i SEAL WITH ANCHOR --' , PROVIDE BUILDING WRAP OVER BUTYL R12 TYP. W12 BOLT. ' FLASHING AND OVER METAL FLASHING. TYP. 4 SDING i PAINTED 2'-0" VERTICAL W1 PROVIDE BUTYL FLASHING 4" A.F.F. OVER HARDBOARD FOUNDATION PERIMETER SHEATHING. EXTEND DOWN FOUNDATION ' i SIDING PER INSULATION. TAPER WALL 4". GENERAL NOTES ELEVATIONS. TOP PROVIDE "C-METAL" FLASHING OVER PAINTED F,, BUTYL FLASHING. ADHERE TO CONCRETE 1 A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH HARDBOARD 1 x4 WALK WITH POLY CONCRETE SEALANT. THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION. TRIM. W • EXTERIOR —— - o - — — B. ALL KEYNOTES, DIMENSIONS AND NOTES TYPICAL. METAL FLASHING. a a I I° a CONCRETE WALK r — — —— — — — PROJECT PATIO. i C. ALL ROOF OVERHANGS TO BE V-6" U.N.O. ALL ROOFS TO SLOPE 6:12 TYPICAL U.O.N. / 0" �� o ���� I o o77=1 1 2" EXPANSION I I D. PROVIDE 3'-0" WIDE ICE AND WATER SHIELD AT ALL ROOF VALLEY LOCATIONS (CENTERED) AND AT ALL C / I I " JOINT FILLER. I I EAVES (EXTEND 3-0 UP PAST EXTERIOR WALL BELOW). MANUFACTURED FOUNDATION I I E. ALL ROOFS TO HAVE PREFINISHED METAL EAVE AND RAKE DRIP FLASHING. PROVIDE PRE-FINISHED METAL JUMP CREEK u —III III PER 1 VALLEY FLASHING. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL LAMINATED ASPHALT SHINGLE OVER 15# STONE VENEER IIIIII=III I III=IIIIII=III= STRUCTURAL. C4.0 I R11 I FELT PER ROOF TYPE. TOP CAP. III—III —III—III—III I TYP. I I SOUTH F. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH FINAL ROOF TRUSS SHOP DRAWINGS. w,2 ll , MANUFACTURED =III=III=III °` III=III=III=III= I L_ _ _ _ _ J I STONE ii , STONE VENEERIII=IIII IIIIIII=IIII I G. PROVIDE 22 GA�PREFINISHED SEAMLESS ALUMINUM GUTTER. MAXIMUM LENGTH OF GUTTER TO APARTMENT S FINISH. _ I DOWNSPOUT: 20-0 . COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH ARCHITECT PRIOR TO T 1 IIIIII-III a III III III III- 3 I I I I I-I CONSTRUCTION. PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT BASE AND SLOPE TO DRAIN TYP. I I SLOPE ON I SLOPE ON I I AWAY FROM BUILDING. COORDINATE WITH CIVIL FOR DOWNSPOUTS THAT TIE INTO SEEPAGE BEDS. WALL FLASHING DETAIL WALL FLASHING DETAIL 4 I I 6:12i I 6:12I I H. ALL ROOFING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE IN ACCORDANCE WITH THE II__II MANUFACTURERS REQUIREMENTS, ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. N. BLACK CAT R D. & 4SCALE: 1 1/2" = V-0" 5 SCALE:3" = V-0' TYP II u I W. McMILLAN RD. MERIDIAN, IDAHO 83646 TYP. n it II h II II II s I I I I -- l L - -- - - -— - - -- - � h-- � —_ 6 'n ROOF VENTILATION REQUIREMENTS 6 RAKE 2 6 ENCLOSED ATTIC SPACES SHALL HAVE CROSS VENTILATION FOR EACH SPACE BY VENTILATING OPENINGS SLOPE ON C-DSLR TYP PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE W 6:12 6:12 ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING SEAL 4 ❑� R12 4 AREA SHALL NOT BE LESS THAN 1/300 (WITH VAPOR BARRIER) OF AREA OF THE SPACE VENTILATED �,P WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE AT LEAST 3 FT. ABOVE EAVE. 3 3 METHOD OF VENTILATION: TYP. RAKE TYP. 1. LOWER VENTING: SOFFIT VENTS AT EAVES. ` 2. UPPER VENTING: CONTINUOUS RIDGE VENTS. ` AREA OF ROOF TO BE VENTILATED: 400 S.F. / 300 = 1.33 S.F. x 144 S.I./FT. = 192 S.I. OF TOTAL VENTILATION REQUIRED. Q ROOF PLAN � 192 S.I. / 2 = 96 S.I. OF VENTILATION REQUIRED TO BE 3 FT. ABOVE SAVE. NOTE: THE FOLLOWING AREAS FOR SOFFIT AND RIDGE VENTS IS BASED ON TYPICAL CONSTRUCTION This document is the property of THE ARCHITECTS PRODUCTS OF THIS TYPE. GENERAL CONTRACTOR TO VERIFY THAT THE FINAL PRODUCTS SELECTED OFFICE, PLLC and is not to be duplicated without SCALE: 1/4" = V-0" MEET OR EXCEED THE ASSUMED VENTILATION VALUES, OR ADJUST THE DESIGN AS REQUIRED TO MEET written authorization. NORTH THE VENTILATION REQUIREMENTS OF EACH OF THE DRAFT—STOPPED SPACES OF THE ATTIC. © THE ARCHITECTS OFFICE, PLLC 1. SOFFIT VENTS HAVE 8 S.I. NET FREE VENTILATION AREA PER LINEAR FOOT. FILE 2. RIDGE VENTS HAVE 12 S.I. NET FREE VENTILATION AREA PER LINEAL FOOT. DATE LOWER VENTILATION VENTILATION PROVIDED: MARCH 17, 2023 1. SOFFIT VENTS: 38 L.F. OF SOFFIT X 8 S.I. / L.F. = 304 S.I. FILE No. UPPER VENTILATION PROVIDED: 20-707 AC2.0 1. RIDGE VENTS: 19 L.F. RIDGE VENT X 12 S.I. / L.F. = 228 S.I. DRAWN TOTAL VENTILATION PROVIDED: 532 S.I. MATT RHEES REVISIONS LEGEND FLOOR PLAN BELOW. GUTTER LOCATION. SHEET El ❑W ECONS RUCTIONALTYPE CALOLOUT PER SHEET AC2.0. A 2ol OFFICE ROOF PLAN KEYNOTES r) RHEES oL 6'_2°f ,g'_2°f 1. ARCHITECTURAL LAMINATED FIBERGLASS ASPHALT SHINGLE ROOFING PER ROOF PLAN AND ROOF RUBY T.O. ROOF T.O. ROOF TYPE. CLASS C MINIMUM. JOSEPH R„ 2. MANUFACTURED TRUSSES (TYPICALLY AT 24" O.C.) PER STRUCTURAL ROOF FRAMING PLANS. ALL PUTMAN ROOF TRUSSES ARE DESIGN-BUILD BY A TRUSS MANUFACTURER. TRUSS SUPPLIER TO PROVIDE R12 9 AC4.0 5 AC4.0 5 AC4.0 ALL TRUSS BLOCKING AND BRACING. FRAMING CONTRACTOR TO INSTALL ALL BLOCKING AND Opp - - - _ - - - BRACING PER TRUSS MANUFACTURERS DESIGN. i - 3. ROOF TRUSS CLIPS PER STRUCTURAL DRAWINGS. THE AR(HITECTSOFFI(E n l 4. 11-7/8" ENGINEERED RIM JOIST BLOCKING (OR TRUSS MFR BLOCKING) BETWEEN TRUSSES. CUT 10'-1 1 8" 10'-1 1 8" I I ATTIC VENTILATION HOLES IN BLOCKING PER DETAIL 2/AC2.1. SEE STRUCTURAL DRAWINGS FOR 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 T.O. W I T.O. W- I I I I ROOF DIAPHRAGM NAILING REQUIREMENTS. BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M i 5. PROVIDE INSULATION BAFFLE AT PERIMETER TO ALLOW CLEAR VENTILATION: 1" MINIMUM, 2" PREFERRED. 6. PROVIDE 2x6 OUTRIGGER FRAMING AT 2'-0" O.C. MAX. SEE STRUCTURAL DRAWINGS. 7. 20 ROOF TRUSS TOP CHORD RAFTER TAIL. 8. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING. jENTRY I I RR OFFICE I I 9. 1 X 4 OVER 1 X 8 PAINTED FIBER-CEMENT RAKE FASCIA OVER CONTINUOUS 2x6. 10. PRE-FINISHED METAL ROOF EDGE DRIP FLASHING INTO PRE-FINISHED METAL GUTTER. W11 I W13 I I 11. 1 X 8 PAINTED FIBER-CEMENT FASCIA OVER CONTINUOUS 2x6. I I I I I 12. PAINTED FIBER-CEMENT VENTILATED SOFFIT. SEE ROOF PLANS FOR ROOF VENTILATION NOTES. 22 I I I W11 I 13. PROVIDE STUDDED END WALL TRUSS WITH SHEATHING AND BUILDING WRAP. PROVIDE SIDING PER 01L0'-O" I 0'-O" I I F� I I ELEVATIONS. MIN FLOOR MIN FLOOR I I 14. PROVIDE 1-3/4" X 11-7/8" BEAM PER STRUCTURAL. 15. PROVIDE 11-7/8" FRAMING TO MATCH STRUCTURAL BEAM DEPTH TO CREATE SOFFIT STRUCTURE. 16 PAINTED HARDBOARD UDERLAYMENT ING PANEL. TO FORM SOFFIT STRUCTURE. PROVIDE BUILDING WRAP AND 6 AC4.0 \ � � � � OPP. - - - - - - - - - - - - - - - 17. 5/4" X 8" PAINTED FIBER-CEMENT TRIM BAND. BUILDING SECTION BUILDING SECTION 18. 1 X 4 PAINED FIBER-CEMENT TRIMS. 2 19. DOUBLE GLAZED VINYL WINDOW PER WINDOW SCHEDULE. WINDOW HEAD, JAMB AND SILL TRIM PER SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" WINDOW SCHEDULE (SHEET AC9.0) AND DETAILS (SHEET AC9.1). 20. 2 X 6 (OR 2X4 AT 2X4 WALL) PRESSURE TREATED SILL WITH FOAM SILL SEAL AT EXTERIOR WALL. 7 AC4.0 7 AC4.0 ANCHOR BOLTS PER STRUCTURAL DRAWINGS. OL 16'-2"t 16'-2"t _ - OPP. R12 R11 _ - �� 21. 1/2" FIBER EXPANSION JOINT BETWEEN SLAB AND FOUNDATION STEM WALL CAULK TO SEAL TOP. T.O. ROOF T.O. ROOF / 22. 4" EXTERIOR CONCRETE PATIO OR WALK PER CIVIL DRAWINGS. EXTERIOR CONCRETE PATIOS AND R12 7 AC4.0 WALKS TO BE FLUSH WITH THE FINISH FLOOR OF THE BUILDING AND SLOPE AWAY FROM THE PROJECT - - BUILDING 2% MAX. SEE ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR CONTINUATION OF 9 AC4.0 6 AC4.0 ' WALKS AND SLOPES. ALL PATIOS AND WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2%. Opp. - - - - - - PROVIDE THICKENED EDGE. FLASH ADJACENT BUILDING WALL OR COLUMN PER DETAIL 5/AC2.1. 23. FINISH GRADE. ROUGH GRADE TO BE 8" MIN. DOWN FROM FINISH FLOOR (8" MIN. FROM WOOD JUMP CREEK l _ _ FRAMING) AND SLOPE AWAY FROM BUILDING. REFER TO CIVIL DRAWINGS FOR GRADES. 10'-1 1 8" I I 10'-1OIL 1 8" ` 24. CONCRETE FOOTING AND FOUNDATION WALL WITH VERTICAL AND HORIZONTAL REINFORCING, SEE SOUTH T.O. it I I T.O. It STRUCTURAL DRAWINGS. _ _ I 25. 2" R-10 RIGID PERIMETER INSULATION X 2'-0" DEPTH. I I 8 AC4.0 W11 8 AC4.0 26. TAPER TOP OF RIGID INSULATION AT EDGE OF FLOOR SLAB. A P A R T M E N T S OPP. I I I I PATIO j j PATIO Ll OFFICE ENTRY L N. BLACK CAT R D. & I I W. McMILLAN RD. I I I I MERIDIAN, IDAHO 83646 22 I I 22 F11 22 OLD,-Off ILj I O, O» MIN FLOOR I LIMN FLOOR 3 BUILDING SECTION BUILDING SECTION SCALE: 1/4" = 1'-0" 4SCALE: 1/4" = 1'-0" SEAL R12 SIM. R12 R11 1 1 1 12 5 Q6 12 a6 ,"� ,._42»� 2 R„ a6 GENERAL NOTES 4 4 R12 Sim. 1 6 1 -42»f 8 4 A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, WALL AND FLOOR CONSTRUCTION NOTES. 7 7 * 7 B. INSULATION NOT SHOWN IN SECTIONS FOR CLARITY. Q 10'-1 1 8" 10'-1 1 8" OL 10'-1 1 8" C. FINISH MATERIALS (SIDING, GWB, ETC.) NOT SHOWN IN SECTION FOR CLARITY. This document is the property of THE ARCHITECTS T.O. PLATE WT.O. PLATE 1 „ 9 T.O. PLATE D. BUILDING SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, OFFICE, PLLC and is not to be duplicated without 14 2 N, JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATICALLY ONLY. REFER TO FRAMING PLANS FOR EXACT written authorization. 3 10 10 12 15 1 O STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. © THE ARCHITECTS OFFICE, PLLC 11 11 13 16 11 E. ROOF TRUSSES PER STRUCTURAL ROOF FRAMING PLAN. FINAL ROOF TRUSS LAYOUT IS TO BE 16 , _4» DESIGNED BY THE GENERAL CONTRACTOR BY THE TRUSS MANUFACTURER AND IS TO BE DESIGNED FILE 12 12 2 18 12 BY A IDAHO LICENSED ENGINEER. TRUSSES PARALLEL TO THE SECTION CUT ARE SHOWN SHADED 15 W12 SIDING AND DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER TO TRUSS MANUFACTURER SHOP DATE DRAWINGS FOR TRUSS WEB LAYOUT. MARCH 17, 2023 14 CANOPY SOFFIT RAKE DETAIL FILE N0. 3/AC2.0 7SCALE: 1/2" = 1'-0" 9 SCALE: 1/2" = 1'-0" 20-707 AC4.0 DRAWN MATT RHEES LO 4 AC2.1 19 I 1 REVISIONS 4 AC2.0 20 - 0 �i Will 20 R12 26 W12 21 STONE 2 F11 UP 22 24 D'-0" O'-O" 13 LEGEND MAIN FLOOR a a 23 MAIN FLOOR L 23 mom _ _ 15 BUILDING CONSTRUCTION PER CONSTRUCTION TYPES PER SHEET AC2.0. SEE 10'-1 1 8" FLOOR PLANS FOR SECTION LOCATION IDENTIFICATION. _I llllllllllll 11 -1 III=1 II Il III III 1= T.O. PLATE 14 h III = SHADED AREA INDICATES PRE-MANUFACTURED ROOF TRUSS AREA. LAYOUT ON 25 I I I I I-1 I I 11= =1 -III , III III 17 ARCHITECTURAL PLANS IS SCHEMATIC ONLY. REFER TO STRUCTURAL ROOF SHEET ,6 FRAMING PLANS AND ROOF TRUSS SHOP DRAWINGS FOR FINAL CONFIGURATION. 24 1 III-III-I' ° L ° -1 = =1 18 CONSTRUCTION TYPE CALLOUT PER SHEET AC2.0. -I 111111 IIIII-III-III-III 11 ,l-4» El ER=ROOF; W=WALL; F=FLOOR - - _ 18 16 ■ 5 WALL SECTION 6 COLUMN SECTION CANOPY SOFFIT OFFICE SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 8SCALE: 1/2" = 1'-0" BUILDING SECTIONS EXTERIOR FINISH SCHEDULE GENERAL NOTES KEYNOTES ® RHEES ALL BUILDINGS A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. 1. ASPHALT SHINGLE VENTED RIDGE CAP. SEE ROOF PLAN FOR LOCATION AND TYPES OF ROOF ATTIC 12. ALUMINUM ENTRY STOREFRONT PER DOOR SCHEDULE WITH PAINTED FIBER—CEMENT TRIM. SEE RUBY VENTING. DOOR SCHEDULE FOR REFERENCED DETAILS. �OSEPH MATERIAL MFR / COLOR MATERIAL FINISH COLOR B. REFER TO CONSTRUCTION TYPE DETAILS (SHEETS AC2.0) AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. 2. ARCHITECTURAL LAMINATED FIBERGLASS ROOF SHINGLES. 13. PAINTED INSULATED METAL DOOR WITH GLASS PER DOOR SCHEDULE WITH PAINTED FIBER—CEMENT 6ek' PUTMAN MFR: EXPOSED METAL FACTORY PRE—FINISHED TRIM. SEE DOOR SCHEDULE DETAILS FOR REFERENCED DETAILS. ASPHALT SHINGLE LINE: C. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE—FINISHED METAL (DARK BROWN) U.O.N. ALL 3. RAKE FASCIA: 1 X 4 PANTED FIBER—CEMENT TRIM OVER 1 X 8 PAINTED FIBER—CEMENT FASCIA. COLOR: FLASHING COLOR: DARK BROWN CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED CAULKING NOT PAINTED TO PROVIDE PAINTED 1/4" FIBER—CEMENT SOFFIT. 14. PAINTED INSULATED METAL DOOR PER DOOR SCHEDULE WITH PAINTED FIBER—CEMENT TRIM. SEE MFR: SHERWIN WILLIAMS MATCH ADJACENT MATERIAL FINISH COLOR. DOOR SCHEDULE FOR REFERENCED DETAILS. THEARICHITECTSOMICE PAINTED FIBER—CEMENT PRE—FINISHED METAL 4. EAVE FASCIA: 1 X 8 PAINTED FIBER—CEMENT FASCIA. PROVIDE PAINTED 1/4 FIBER—CEMENT FASCIA & SOFFIT NUMBER: GUTTER & DOWNSPOUT COLOR TO MATCH FASCIA D. SUB—CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S VENTED SOFFIT. PROVIDE PRE—FINISHED METAL GUTTER AND DOWNSPOUT PER ROOF PLAN. FINAL 15. DOUBLE GLAZED VINYL FRAMED WINDOW PER WINDOW SCHEDULE WITH PAINTED FIBER—CEMENT n COLOR NAME: REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. LOCATION AND NUMBER OF DOWNSPOUTS (SHOWN DASHED) TO BE DESIGN—BUILD BY THE GENERAL TRIM. SEE WINDOW SCHEDULE DETAILS FOR REFERENCED DETAILS. 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 PAINTED FIBER—CEMENT MFR: SHERWIN WILLIAMS ALUMINUM STOREFRONT FINISH: ANODIZED CONTRACTOR. PROVIDE CONCRETE SPLASH BLOCK AT BASE. 16. SCHEMATIC LOCATION OF DOWNSPOUT, REFER TO ROOF PLAN 1 AC2.1. GUTTERS AND BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M BOARD & BATTEN NUMBER: E. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND / SIDING COLOR NAME: ENTRY COLOR: DARK BRONZE INSTALLATION. 5. VERTICAL BOARD & BATTEN STYLE SIDING: PANTED 4' X 10' X 5/16" FIBER—CEMENT PANELS WITH DOWNSPOUTS ARE DESIGN—BUILD BY THE GENERAL CONTRACTOR. PROVIDE CONCRETE SPLASH MFR: SHERWIN WILLIAMS PAINTED 1 X 3 FIBER—CEMENT BATTENS AT 12" O.C. BLOCK AT GROUND OR CONNECT TO DRAINAGE PIPE PER CIVIL DRAWINGS. PAINTED FIBER—CEMENT METAL DOORS AND FINISH: PAINT F. SIDING AND TRIMS TO BE ENGINEERED FIBER CEMENT. ALL SIDING AND TRIMS TO BE PROVIDED LAP SIDING NUMBER: FRAMES COLOR: TRIM COLOR BACK FLASHING AT SEAMS AND CAULKED PER MFR REQUIREMENTS. SIDING AND TRIMS TO BE 6. HORIZONTAL LAP SIDING: PAINTED FIBER—CEMENT PLANK LAP SIDING: 5/16" X 7-1/4" X 144" (6" 17. BUILT—IN BARBEQUE CABINET PER INTERIOR ELEVATIONS. COLOR NAME: PRIMED (OR PRE—PRIMED) AND PAINTED. EXPOSURE). 18. HVAC CONDENSING UNIT. TO BE SCREENED WITH LANDSCAPING. PAINTED FIBER—CEMENT DOOR MFR: SHERWIN WILLIAMS MANUFACTURER: & WINDOW TRIMS, BELLY BANDS, NUMBER: VINYL WINDOW FRAME G. VENTILATED SOFFIT MATERIAL TO PROVIDE 5 SQ. IN. NET FREE VENTILATION PER LINEAR FOOT. 7. 5/4 X 8 PAINTED FIBER—CEMENT SIDING TRIM. PROVIDE PREFINISHED 'Z' FLASHING AT TOP. 19. WALL MOUNT ELECTRICAL SERVICE METER HEAD AND DISCONNECT. COLUMNS, CANOPY BEAMS, ETC. COLOR NAME: COLOR: ALMOND SEE ROOF VENTILATION NOTED SHEET AC2.1. MFR: H. ALL UTILITIES TO BE SCREENED OR BELOW GRADE. COORDINATE WITH MECHANICAL DRAWINGS AS 8. 1 X 4 PAINTED FIBER—CEMENT SIDING TRIM TYP. 20. CONCRETE WALK / PATIO. TO BE FLUSH AT BUILDING FINISH FLOOR AND SLOPE AWAY FROM THE STONE VENEER LINE: WINDOW GLAZING COLOR: CLEAR REQUIRED. 9. PAINTED FIBER—CEMENT COLUMN SIDING AND TRIMS. BUILDING 2" MAX. SLOPE. COLOR: INSULATED 21. EXPOSED CONCRETE FOUNDATION WALL. I. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2018 IBC 10. STONE VENEER CAP. REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 11. STONE VENEER SIDING. 22. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN. SEE GRADING PLAN. 16'-2"f 3 oL 16'-2"f 1 T.O. ROOF T.O. ROOF 5 2 7 3 4 4 PROJECT 16 7 10'-1 1 8" g 10'-1 1 8" T.O. T.O. It JUMP CREEK 6 I I � 8 6 SOUTH I 12 8 16 9 APARTMENTS 10 15 10 II II I I I 11 17 11 I II II I II 20 r20 N. BLACK CAT RD. & I 21 21 W. McMILLAN RD. of—onI MAIN c u u -__322 0'-0" 22 MAIN FLOOR 4 MERIDIAN, IDAHO 83646 FRONT ELEVATION SOUTH 2 SIDE ELEVATION EAST SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" ot 16'-2"f 3 ot 16'-2"f 1 T.O. ROOF T.O. ROOF 5 2 7 3 13 4 SEAL 4 7 " 10-1 1 8" 16 10-1 1 8 T.O. It �\ ;J T.O. It ` 9 7 16 6 I 17 9 18 8 9 I 10 10 21 19 10 This document is the property of THE ARCHITECTS 11 11 17 14 11 OFFICE,PLLC and is not to be duplicated without I 20 20 — 20 21 written authorization. ©THE ARCHITECTS OFFICE,PLLC I 21 21 22 FILE O'-O° JI 22 0'-0" DATE MAIN FLOOR MAIN FLOOR — — MARCH 17, 2023 FILE NO. REAR ELEVATION NORTH SIDE ELEVATION WEST 20-707 AC5.0 DRAWN 3SCALE: 1/4" = V-0" 4SCALE: 1/4" = V-0" MATT RHEES REVISIONS SHEET ■ OFFICE BUILDING ELEVATIONS