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PZ - Elevations AB -)Lill Studio L Architecture SHEET INDEX I 1 15 Heights Dr. Bose, Idaho 83702 A 1 .0: GENERAL SITE PLAN AND CODES cell lar phone: (208)890-02 s E-Mail:rmsLabrie@yahoo.com A2.0: OVERALL FLOOR PLANS A2. 1 : INDIVIDUAL FLOOR PLANS W. I DAH O AVE A4. : BUILDING ELEVATIONS ©Copyright 2019 These Documents, 1 A4. I : BUILDING SECTIONS as Instruments of service, whether A4.2: BUILDING SECTIONS the Project for which they are made A4.3: BUILDING SECTIONS is executed or not, SHALL NOT BE USED BY ANY PERSON OR ENTITY A4.4: WALL DETAILS WITHOUT THE WRITTEN CONSENT 52.0: FOUNDATION PLAN AND DETAILS OF Studio L Architecture. These 52. 1 : FLOOR AND ROOF FRAMING PLANS Documents are and shall remain the 52.2: SHEAR PLANS property of the Architect. S 89047'43"W 65.6 ' - ------------------------- --------------------- CODES 1 � 1 i — ' 2015 IBC, 2012 IFC, 201 5 IEEC, 201 2 IMC, 201 2 IFGC, 2009 ICC/ANSI A 1 1 7. 1 , 20 10 AMERICANS W/DISABILITY ACT, i 2017 NEC, 2017 IDAHO STATE PLUMBING CODE O s j OCCUPANCY CLASSIFICATION: R-2 CD i I — CONSTRUCTION TYPE: V-B Q ca N CIO FULLY SPRINKLERED, PER CODE — — i `\ OVERALL BUILDING HEIGHT 27-01 0 0 X _ o GENERAL "ACCESSIDILTY' MULES ! APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC 1107.6.2: QCIO C3 Iz j 10 0 0 # I O I 0 ACCESSIBILTY ANALYSIS IS DONE PER PARCEL, NOT UNIT TYPE. c� N Cal j # 104 ' REfERENCE CIVIL -UNITS WILL EITHER BE TYPE "A" "B" OR NEITHER B SHEETS I`0K TYPE "A" ° m o j Bldg #3 o - IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR i— N # 102 # 103 SITEPLAN AND PARCEL IS > 20 THEN 2% (NOT LESS THAN ONE UNIT) HAS TO BE TYPE "A". � � N 0 7 -TYPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER ICC A N 0- QD ! 51 DEWALK 1 17. 1 . IF THE UNIT IS 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL V L ELEVATOR IS REQUIRED. U tii C A i j LOCATIONS - IF LESS THAN 20 UNITS ON PARCEL, THEN NO TYPE "A" REQUIRED /0/ � 1 I •. TYPE CD 557 W. Idaho Ave. j N I o -ALL "TYPE B" UNITS NEED TO COMPLY WITH FAIR HOUSING ACT o 5 ! U N - 2015 IBC 1 1 07.7.2 IS AN EXCEPTION STATING THAT IF THE UNIT IS 2 p STORIES AND IS NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT N �' s# 104 # 103 I HAVE TO COMPLY WITH "B" TYPE REQUIREMENTS. c U 1 v j -IF THE 2 STORY UNIT IS A MEZZANINE UNIT, MEANING THE UPSTAIRS IS <3 OQ AS 89°47'13" W 98.98' OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF i 1 TYPE "B" UNITS. THERE IS ALSO AN ADDITIONAL REQUIREMENT STATING THAT ! ANY SPACE (EX: BEDROOM) THAT IS PROVIDED IN THE MEZZANINE MUST j I Bldg # I ALSO BE PROVIDED ON THE MAIN LEVEL. LICENSED i ! ARCHITECT # 101 # 102 # ' 04 # 103 PROJECT SPECIFIC REQUIREMENT5 AR_2862 B A A BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS SO NO "TYPE "A" j C REQUIRED. SINCE ALL UNITS ARE 2 STORY, NO TYPE 5'' IS REQUIRED. i Ld # i � # 102 o0 604 W. Broadway Ave. A j o ppBq�A L.GATES STATE OF IDAHO 1 3: o j I N j 528 W. Broadway Ave. i o i I ° o Addenda/Revisions I N I � I � I � I � I � I � I � 1 I Project Data I 1 1 ■ Project No.: 1934 I ■ Date: 9.2 6.19 I ■ Drawn By: P L 1 - i ■ Checked By: PGL I � I � N 89°45'S5" E 164.75' ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. W. BROAD WAY AVE Sheet Title GENEN/ALrD A S ITE PLAN/ CODES SITE PLAN Sheet Number "= 20'-O" N OKTh A 1 00 Q . m Q m Studio L 43-0' 50-°"2 I,-°„ 2 I,-°„ GENERAL NOTE5 Arch Itectu re 25'-0 25'-0-0 1-0" 1 3'-0" 8'-0" 8'-0" 1 3'-°II � �� � �� I . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 21 15 Heights Dr. EXCEPT COMMON WALL Boise,Idaho 83702 ABC Cellular phone: (208)890-0218 2. ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G" E-Mail:rm5Labrie@yahoo.com O.C., UN.O. -------- -----� O Co r1 ht 201 9 These Documents, 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND as nstu ments of service, whether -- I CEILINGS, U.N.O. the Project for which they are made 4. INSULATION: USED BY ANY PERSON OR NOT X X2 R-38 ROOF INSULATION WITHOUT THE WRITTEN CONSENT i A4.2 I R-2 1 WALL INSULATION OF Studio L Architecture. These 2' OF R-10 INSULATION @ PERIMETER OF SLAB Documents are and shall remain the I ----------_---_--- ------------ ---- 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL property of the Architect. o 0 0 0 BUILDING CODES AND REGULATIONS. (IBC 201 5) 0 0 0 BUILDING IS G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. o O ------ ------ 0 SPRINKLERED I FIRE RISER NOTES: ----_ Q --- 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS 0 0 o FIRE 5PRINKLER/MECHANICAL _ 0 0 0 0 o ROOM5(TYP OF 4): o 0 8. WINDOW AND DOOR SIZES: EXAMPLE, 3OG8= 3'-0" WIDE X 0-8" TALL �o �o EXTERIOR WALLS TO BE 2xG ALL WINDOW HEADERS @: WOOD STUDS @ I G"O.C. UPPER FLOOR @ 7'-0" ---- O O --JI W/R-19 GATT INSULATION,8' MAIN FLOOR @ 0-8" BUILDING IS SPRINKLERED _ I FIRECODE CORE GYPSUM SHEATHING ON EXTERIOR AND 81 9. MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND (�(� C? LO o ' O �0 TYPE'X'GYPSUM WALLBOARD ON COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE CD _ `° THE INTERIOR (2)LAYERS OF 5" BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE -C.) I N UR WALL: WP 370 0 = — I I WALL: WP 370 = TYPE'X'GYP. BD @ CEILING. FIRE PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. " — — O — — — � CAULK ALL PENETRATIONS � � ca N CO U 10. CARBON MONOXIDE DETECTOR AT HALLWAY — r—� L /� /� PROVIDE 51GNAGE ON A VISIBLE OUTSIDE BEDROOMS 7) I I A—A4.2 A—A4.2 AREA OF WALL CLOSE TO THE • L (V o o FIRE SPRINKLER ROOM STATING I I . CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING N O O "KEEP AREA AROUND FIRE ACT AS APPLICABLE. X _ O 1 � SPRINKLER EQUIPMENT FREE OF O g — I OBSTRUCTION"LETTERS TO BE " I o o � o 12. MOUNT (I) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ (� \ . MIN., METAL(TYP OF 2) J (�() Q� O � A4.3 o N EXTERIOR OF BUILDING WHERE SHOWN co 07101 r, 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY (1 Q 0 0 — THE BUILDER. �100 — o ^ ii ^ O O m A-A4.3 p - J A-A4.3 p I i1 I = m 0 I I o I O � A4.2 __ _ I _ _ 5QUARE FOOTAGE5 CID0 4' �' I UNIT A: L II I A------- MAIN LEVEL G31 S.F. ' �o UPPER LEVEL 350 S.F. O m TOTAL SQUARE FOOTAGE 961 S.F. (�' (V r,/ UD UNIT B: v Lo MAIN LEVEL 49G S.F. UPPER LEVEL 408 S.F. O L O 21'-0" 14'-0" 8'-0" 1_0" '-0" 13'-0" 8'-0" 4'-0" 10'-0" 8'-0" 3'-0" TOTAL SQUARE FOOTAGE 904 S.F. 43'-0" 25'-0" 25'-0" TOTAL BUILDING: O S- 50'-0" (3) "A" UNITS 2943 S.F. (1) "B" UNITS 904 S.F. 73 .. OVERALL O F F E R LOOK R11 TOTAL SQUARE FOOTAGE 3847 S.F. - „ OVERALL LOWER FLOOR 1/8 — I 0 I/B — I -O O — U oQ WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED GA FILE NO. WP 3380 GENERIC 1 HOUR 50 STC W/ INS. GA FILE NO. WP 3370 GENERIC 50tffOV MI5. 45 to 49 STC FIRE FIRE SOUNDD GYPSUM WALLBOARD, WOOD STUDS GYPSUM WALLBOARD, WOOD STUDS ARCHITECT AR-2882 One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid-height. Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) (LOAD-BEARING) RSY�ATE OF IDAHO Thickness: Thickness: 9 1/2" D Approx. Weight: Approx. Weight: 8 psf Fire Test: Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; Addenda/ReV15lon5 WF 3380 DETAIL WF 3370 DETAIL I hOUR FIRE WALL DETAIL I HOUR FIRE WALL DETAIL NOTE: ADD 2 3'" FIBER GATT INSULATION AS NOTE: ADD 2 3 '" FIBER BATT INSULATION AS Project Data ( ) 2 ( ) 2 NEEDED TO ACHIEVE MIN. STC OF 50 NEEDED TO ACHIEVE MIN. STC OF 50 ■ Project No.: 1934 ■ Date: 9.28.1 9 ■ Drawn By: RGL ■ Checked By: RGL ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. Sheet Title OVERALL F LOOR FLANS Sheet Number A200 z z 0 Studio L O J J O J ■ LL_o ILL_o LL_o Architecture 30'-0" 21'-0" �' I 13'-931, 9'_21 3. 1,. eigisr. 7'-0" 15-7-4 5-44 4'-0" 21'-0" Boise,Idaho 83702 40 Cellular phone: (208)890-0218 5-0 CLR 12'-24" 4" E-Mail:rmsLabrie@yahoo.com 1 HOUR WALL:WP 3370 OF COMMON 1 HOUR WALL:WP 3370 ©Copyright 20 19 These Documents, WALL as mstruments of service, whether the Project for which they are made 1 HOUR WALL:WP3380 s„ =N C� CL OF COMMON TYPE'X' I� 15 executed or not, SHALL NOT BE WALL a -m o SHWR/ WITHOUT USED BY THE WRITTEN NY I"Ei OCONSENT TUB/SHWR GYP.BD. BATH #1 2" REF. 22 x 30 CONT.BEHIND o 8'CLG MECHANICAL ` -1N o ;o TUB 5"TYPE'X'GYP.BE. OF Studio L Architecture. These 3'x 4' I PANTRY — ATTIC TUB TO FLR, �o �, VINYL INSERT CONT.BEHIND Documents are and shall remain the x SINGLE LAYER 1/2"FIRE I BATH #1 ACCESS SEE DETAILS �o o CONC. o [10 2668 STOOP "' — — SHWR/ � o TUB TO FLR,SEE property of the Architect. TREATED PLY @MECH 8'CLG PANEL A3.0 _ 0 0 �IC14 x X TUB 5, _ BATH #2 v DETAILS A3.0 UNIT/SHARED WALE--- N $'TYPE'X'GYP. chime 36"SQ. DEN N FRESH INSERT 8'CLG AIR SOFFIT @ 20"WIDE X 11 o J BE.CONT. - VINYL CONC 2x6 7/8"TALL,SEE 1-A4.1 00 J BEHIND TUB =1� BEDROOM m m pqp 8'CLG 2x6 O C w = Lp CARPET _ (1 N Z Z o TO FLR o N 8'CLG 0 2x6 SD 2668 2868 V J 00 KITCHEN o - CARPET N O ACKE M 8'CLG x cn 468 868 - I S E Y E 0 o DW LOSE T KE -1� 2x6 m N o A4.4 FIRE /D `X SPRINKLER CONCRETE PATIO J =1� SD J � N 4068 BIPASS p `0 2x6 WALL 42'TALL SD - v 2468 o _ m � REF. _ CLOSET Cl)= N PROVIDE 2x6 @ RAISED BAR co ON 15R LE . - ur, INTERIOR HEADER DESK N 2668 FIRE R&S N N C FOR FUTURE BLIND EX III %NGUI ER _ _ _ 8'CLG INSTALLATION LL, 32"HIGH -IN 2x4 HA F \ VAULTED N L — R&S o I- -II�- 11 7/8"TALL SOFFIT, II II _ � 5'-9 I 3'-I 3 = WALL 42" 00 4'-10 1 3 o Q 2 2-7 3 1 4 Oo WH 20 MINUTE — p _ o 2 9 4 SEE DETAIL 1-A4.1 3.03 _g C\I CIO N � O CUSTOM DOOR ¢ o 9 co 4 = 4 DESK =1N 75 COUNTER N 32"x 70"RO-OP CLOSET cli LIVING GROMMET MECH —= 8'CLG x wo �m om KITCHEN m 32"HIGH L \ N m o PROVIDE 2x6 @ O O 8'CLG FUN J = C0 J INTERIOR HEADER GROMMET �( z o ¢ M CONCRETE PATIO 20 FOR FUTURE BLIND 00 00 DW O \ — O , 5/8"GYP.BD. DUCT CHAS EL 24" 2 o I 2'-5 „ J � Cl) I N @ MECH WIDE AIL 2-A4.1 - � cc INSTALLATION c� 00 M co — — — — — — — — — — — — — — — — J a J X �LIJ � N ---�---- � =o a m 2x6 WALL 42"TALL ? J o � ' . O = o ¢ J � RAISED BAR w LINE OF FLOOR ABOVE o 4x8 BLOCK FOR a 1 o a - 14'-2" o � T-0 3/4" � w Q z NEWEL POST = `� Z - z VINYL 7-1 1/4 Q Q � O O m � = > F o o - FRESH z CARPET J w ma o �}- CV CV w 4 Up' AIR oo z Y �� ENTRY _ o -_ _ o PLASTIC GROMMETS 4x8 BLOCK FO - I ° J Z 8 L N� OPEN TO BELOW L m > LIVING ROOM VINYL VAULTED NEWEL POST C 26 0 SH 265 SH 26 0 SH —crN� _ 3-3 ENTRCD O to INYL �t — o O QD I 3 31, `o Cv 4'-1 21_91 21_911 2-02 5-04 2-34 or L l COVERED CONC. ni I I -7 I" _ PORCH = U 1 I- 2 2 JJJ O 2650 S.H. 2650 S.H. 2650 S.H. 7'-0" 4'-0" 19'-0" 30'-0" 21'-0" 41 3 9 2'-91 21_91 31_911 4'-72' 2'-2 2 O 4) 431 75 2'-0" e V 2'-0" 13'-0" .. '-2" G'-10" 25'-0" C 40 O � � 4) — U FLAN B- MAIN ELOOK FLAN A- UPPER ELOOK PLAN A- MAIN E LOOK 1/4"= 1 '-0" 4G3 SFT 2114II= 1 '-0" 432 SFT 31/4"= 1 '-0" G 10 5FT o LICENSED. o ARCHITECT AR-2882 o9 30'-0" Q-' 7'-0" 23'-0" 41 r�ONAI r 1 HOUR WALL:WP 3 80 CL OF COMMON -- ROSIN L.GATES _ — _ — — �����- GENERAL NOTES STATE�IDAHo WALL IFLAT 2x4 WALL IFRAMING @ CHASE 3 [�DBATH #2 / i / 1'-54 o ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G O.C. Gl 8'CLG v, , SINGLE LAYER 1/2"FIRE 'S' EXCEPT COMMON WALL TREATED PLY @ 4'-0" VINYL 9 2 I TUB/ 8"TYPE'X'GYP.BD. o SHWR CONT.BEHIND 2. ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G m INSERT TUB TO FLR 0.C., U N.0. Addenda/Revisions N O o (_ BEDROOM #1 _ STRUCTURAL STAMP 3 5/6" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND 8'CLE 1 2_3 ='N IS ONLY FOR 8'-G-" CARPET 2'-3-" � 22 3�_g-�� 3'-4-" °' CEILINGS, U.N.O. 0 2 -N 2-6" 2668 2 JI DIN 15R —L? HANDRAIL DETAIL 4. INSULATION: o m SD SD o R-38 ROOF INSULATION R-2 1 WALL INSULATION WALL BRACKET CONNECTIONS 2' OF R-10 INSULATION @ PERIMETER OF SLAB Project Data PER MANUFACTURER, I I I 2" RAIL o ■ Project No.: 1934 - M 200# MIN. CAPACITY O D 0 2 BALUSTERS, 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL ■ Drawn By: RGL 6068BYPASS S N BUILDING CODES AND REGULATIONS. (IBC 201 5) ■ Date: 9.28.19 c�i T N @ 4 O.C. W/ ■ Checked By: RGL C1 a `" < 4" CLR G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. � o F — — -1 �? w 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS R&S ATTIC c�i _ WOOD HANDRAIL 2" RAIL ALL DRAWINGS TO BE REVIEWED AND ACCESS VERIFIED BY CONTRACTORS PRIOR TO I L- C — � WALL BRACKET 8. WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3-0 WIDE X G-8 TALL CONSTRUCTION, NOTIFY -1N -1N @ 4' O.C. MAX. <4" DIA. `Y? ALL WINDOW HEADERS @: STUDIO L ARCHITECTURE OF ANY ERRORS, N N °� V UPPER FLOOR @ 7-O OMISSIONS, AND/OR PROPOSED CHANGES n? OPENING ch „ IN THE PLAN PRIOR TO CONSTRUCTION, EDGE OF WALL MAIN FLOOR @ G 8 OR FABRICATION. — BEDROOM #2 — m s'CLG 9. MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND CARPET Sheet Title o a COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE m BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 00 cD CDCID 13 (2) 2x4 BLOCKING @ BRACKET STAIRS PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. LOCATIONS W/ HUC 24-2 EACH END 10. CARBON MONOXIDE DETECTOR AT HALLWAY OUTSIDE BEDROOMS f I I . CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSINGLOOK ACT AS APPLICABLE. 5040SLR 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ FLAN5 I II EXTERIOR OF BUILDING WHERE SHOWN 8,_7111 L — _6�-3" — — — I HANDRAIL DETAIL GUARDRAIL DETAIL 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY 4 `� 40 NTS NTS THE BUILDER. 6'-0" 17'-0" 23'-0" Sheet Number A20 PLAN B- UPPER ELOOK 1/4"= 1 '-0" 409 SFT -)L41 Studio L ELEVATION NOTE5 : ELEVATION KEYNOTES Architecture A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION I . ARCHITECTURAL ASPHALT SHINGLES O/ 1 5# FELT PAPER B. CONFIRM ACCURACY OF ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. ROOF VENTS (I G TOTAL) Boise,Idahot83702 C. FLASH AND COUNTERFLASH ALL WALL TO ROOF CONNECTIONS 3. BOARD AND BATT (OK SHAKE SIDING) T.B.D. BY BUILDER, Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com AS NECESSARY PAINTED, WOOD GRAIN D. COLORS TO BE DETERMINED BY BUILDER 4. RECTANGULAR ATTIC VENTS, PAINTED 5. G"LP SMART TRIM PAINTED FASCIA W/ ALUMINUM GUTTER ©Copyright 201 9 These Documents, G. 3/4" PAINTED SOFFIT BOARD as instruments of service, whether the Project for which they are made 7. HORIZONTAL LAP SIDING , WOOD GRAIN FINISH, PAINTED 15 executed or not, SHALL NOT BE 6. 4" TRIM (WOOD GRAIN) @ CORNERS/WINDOWS/DOORS USED BY ANY PERSON OR ENTITY 9. 1 0" PAINTED TRIM, CENTERED ON WINDOW WITHOUT THE WRITTEN CONSENT I O. CONCRETE STOOP/PATIO OF Studio L Architecture. These Documents are and shall remain the 1 1 . 12" PAINTED TRIM property of the Architect. 12. HAND STACKED SHED ROOF 0' \\J -i--� ° CD s I N 00 00 5 X - O 00 n U co I � Q >1 OO N N IILLLLt 3 2 ^ \ 4 -L LL J L ° QD . _L J L LLLJ II I 12 11 v L o 6 TYP Q CZ 5 O � 73 ❑ ❑ 6 mLi Li L�l Lj U g LICENSED. ARCHITECT AR-2682 "A" UNITS SIDE ELEVATION " All A ENTRY UNIT ELEVATION 11411 = 1 1-011 NORTH ELEVATION 11 = 11 EAST ELEVATION 1 I / I - 2 SE OF IDAHO t'�,jjlyC� �jCn I C') , 40 ILLE Addenda/Revlslons ADD ENERGY HEELS AS NEEDED 12 ELEMLE 5 6 TYP PLATE 4 Project Data ■ Project No.: 1934 3 ■ Date: 9.28.19 ■ Drawn By: RGL ■ Checked By: RGL LLa 12 co ALL DRAWINGS TO BE REVIEWED AND VERIFIED BY CONTRACTORS PRIOR TO 6 TYP CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, U5 F.F. ----- — OR FABRICATION. ao -- — — --- PLATE Li Sheet Title 6 - EXTERIOR 50 CID LEVATION '._) F.F. " A" ENTRY " B " SIDE ELEVATION 111311 ENTRY/ "A" SIDE ELEVATION Sheet Number 1 /411 = 1 1-011 WEST ELEVATION 1 /411 = 1 1-011 SOUTH ELEVATION A400 -)L41 Studlo L Architecture I 2 1 15 Heig1ht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 m� TOP OF TOP PLATE cn� TOP OF TOP PLATE e-Mail:rmSLabrie@yahoo.com 117/8"x 20 © 1 " " SOFFIT Copyright 2019 These Documents, 4 I/2 14 I/2 x 20 I" x 1 I/2' a5 m5trument5 of Service, whether RETURN RETURN the Project for which they are made 15 executed or not, SHALL NOT BE AIR AIR USED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These 3" MIN. CLK Documents are and shall remain the 3" MIN property of the Architect. WALL STUDS r (1 � V J w MECH 50f f IT w 112 = 1 1_0LL- 11 o Ow o s CDz 1 1 7/8" HVAC CHASE TRUSS BLOCKING ca N �J • L [� N ASPHALT SHINGLES 5 0 0 A4.4 - - - - - - - , (X� — 0 8"x 8"ATTIC VENT G) � � 0300 2 RETURN AI D 00 I 11211 — 1 1_011 M N N I I � I � O 3 j I C A4.4 I I �" 4- / ENGINEERED WOOD TRUSSES @ 24"O.C. W/K-38 BLOWN IN INSULATION I I O QD I I I I 4 U � I 12 I I I A4.4 V ) 0 G ENERGY HEEL AS REQUIRED PER CODE, I I 4x8 W/HUC48 4" TYP. @ ALL TRUSSES I -� -� -�� �;- �� X I 1 / APOR R00 /R 38 INSULATION 73 BARRIER PLATE — — — — — — — — — — — — — — 0V — PLATE I X, X x X X I I I I SOFFIT I I'-0"TYP. O _ I I I 6 PAINTED FASCIA I I 5/8�� GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS 2xG OVERBUILD @ 24�� O.C. I I U I I I I I I SIDING 0/WALL SHEATHING 0/2xG STUDS @ I G"O.C. W/ R-2 I WALL INSULATION, TYP @ I I I I I I EXTERIOR WALLS LICENSED PAINTED SOFFIT BOARD I AR-2882 I I ARCHITECT 2x4 STUDS @ INTERIOR WALLS, U.N.O. m I I I I I I I 3/4" FLOOR SHEATHING 0/ 1 1 7/8" FLOOR JOISTS, SEE 52.1 I I I I I I ME%L.GATES -2 I GATT IN TI N TOP PLATE, T HEEL, I I T IDAHO R SULA 0 0 LA BUSS L R M JO S S I I PATE OF I @ , s AND VOIDS @ HEADERS TYP. I t I I I PAINTED I Gl . I I I I i AND BATT PLATE BOARD I Addenda/KCV151on5 I I I I I I DOUBLE TOP PLATES TYP I HOUR FIRE TED ROO I I I 4x8 HEADERS, SEE A2.0 FO SPECIFICS I I I TYP., U.N.O. I I 11" I I Project Data V I I ■I Project No.: 1934 I eft ■ Date: 9.28.I 9 I I I I I w ■ Drawn BY RGL cn— ■ Checked By: RGL J I I I I I I C3 IALL `n DRAWINGS O REVIEWED 5/8��TYPE�X�GYP. I I VERIFIEDBY CONTRACTORS PRIOR TOI CONSTRUCTION, NOTIFY BD. @ USABLE I STUDIO T I L RC EC URE O ANY A HIT T F A S ERRORS - OMISSIONS AND OR PROPOSED CHANGES SPACE UNDER - / ml� I P.T. I PATE �n I N THE PLAN PRIOR TO CONSTRUCTION, S LL L AI 2x 12 ST INGE S ST RS 3 R I I I cl OR FABRICATION. _ I I I I I I I I I I Sheet Title 4 CONCRETE SLAB POURED 0/15 MIL. POLYETHELENE VAPOR _ 4x6 BLOC ING @ A.D.A. TH E HOLD I BARRIER O/6"WELL COMPACTED AGGREGATE BASE DESK NdWEL FOST F.F. I I I I I a ° 15LDG .VAPOR BARRIER a °a ° I � E TI S C ONS a � 2 RIGID INSULATION (R-10)TYP @PERIMETER FOUNDATION WALLSLF I 1 ° a 9 9 9 9 9 �F a I III III III III III -' l HEM /I Sheet Number II III III BUILDING SECTION - - - - - - - - - - - - - - - -- 11211 _ 1 1_011 -)L41 Studlo L Architecture I 2 1 15 Heights Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com ©Copyright 201 9 These Documents, a5 m5truirl of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE USED BY ANY PERSON OR ENTITY WITHOUT THE WRITTEN CONSENT OF Studio L Architecture. These Documents are and shall remain the property of the Architect. 0\J ��h 2 A4.4 � O C I Q � I I M N co I I 7) — — I I L [� N ENGINEERED BOX GIRDER BEAM I i O O 3'-4" I I 'V - �, O O NGINEEKED WOCE TRUSSES @ 24 D.C. W/ I -38 BLOWN IN I ULATION �6 ENGINEERED OOD TRUSS @ 24" O.C. W/ 438 BLOWN IN IN 3JLATION I I m co � N � U LO FI(ATE LIM '&W-7&ss��M 5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS I I O I I 73 � I I � SIDING 0/WALL SHEATHING CE) U Ol STUDS @ I G"O.C. W/ O R-2 I WALL INSULATION, TYP @ NOTE: GLUE ALL MAIN FLOOR EXTERIOR WALLS ( 1 U _ I INTERIOR WALLS AND ALL UPPER v L FLOOR WALLS TO BOTTOM PLATE O Q 2x4 STUDS @ INTERIOR WALLS, U.N.O. I I LICENSED. ARCHITECT 3/4" FLOOR SHEATHING 0/ 1 1 7/8" FLOOR JOISTS, SEE 52.1 I AR-2882 I I I I F.F. I I � PLATE STATE OF IDAHO R-2 I GATT INSULATION @TOP PLATE, R0811d L.GATES TRUSS HEEL, RIM JOISTS I I AND VOIDS @HEADERS, TYP. Ip . • � � I I I I � 4x8 HEADERS, t\ Addenda/Revisions I I" v TYP., U.N.O. I I I I � -1� I EZ I I Project Data ■ Project No.: 1934 0 Date: B 1 9 (3) 2x 12 STRINGERS 4" CONCRETE SLAB POURED 0/15 ■ Drawn By: RGL MIL. POLYETHELENE VAPOR ■ Checked By: RGL BARRIER 0/G"WELL COMPACTED AGGREGATE BASE 4x8 BLOCKING @ A.D.A. THRESHOLD ALL DRAWINGS TO BE REVIEWED AND NEWEL POST VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L OMISSIONS, IRE Of ANY ERRORS, AND OIRUPROPOSED CHANGES PRIOR TO CONSTRUCTION, VAPOR BARRIER a a OR FABRICATION. Sheet Title as 15LDG . SECTIONS Sheet Number BUILDING SECTION 1 1211_ 1 I_011 Lill Studio L I I I I Architecture I I I ————— 51 M I 2 5 eights Dr. _ _ Boise,Idaho 83702 / A4.4 I E-Maul Cellular rmsLabrie@yaahoo.com I 1 � I I I I I ©Copyright 201 9 These Documents, as Instruments of service, whether the Project for which they are made I I Is executed or not, SHALL NOT BE I I USED BY ANY PERSON OR ENTITY I I WITHOUT THE WRITTEN CONSENT I I OF Studio L Architecture. These Documents are and shall remain the property of the Architect. I 1-94 I I I � I I I I I I I I I s CD � I I I I I I I I N co I I I I 7) — — I I I I L N I I ' O O I I I I I O O I I I I SEE 2-A4.I FOR N N I I I SOFFIT DETAIL I I C I I � I I C I I I I -- co I I I I QD I I I I V N �/ I I I I Lo474 U I I I I O L I I I 5 51 M -6 A4.4 ----- i '' 2 � U ---- BUILDING SECTION o \� ---- �� A4.4 3/(5 11_011 I O Q I I I I I I I I I I LICENSED I ARCHITECT 12 I AR-2862 I I I 6 I I I I I CONNECTION PER I TRUSS I MANLI. ENGINEERING 4 I � ------ A4.4 I I L.p STATE p OF IDAHO Bq�A GATES I I I I I I 2x BLKG @ 2' OFF I I C') I WALL, SEE 52. 1 I I I I I I I I I I Addenda/Revisions I I I I I I I I I I I CONT. RIM JOIST 2 I I I Project Data I ■ Project No.: 1934 ■ Date: 9.28.1 9 I I 112 I ■ Drawn By: RGL I ■ Checked By: RGL a I _7� I ALL DRAWINGS TO BE REVIEWED AND I I I VERIFIED BY CONTRACTORS PRIOR TO ' CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, I OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, A OR FABRICATION. TVNIC MAIM, SEE S2. 1 HE I I I I I I \ I I Sheet Title I I I I I I I I I I I I 2x4 SOFFIT I I I I FRAM I N I I I I I I I BLDG . I I I I I SECTIONS I I I = I I I I I I ICI I I I I I I I I I I I I I I I I Sheet Number ice/ I ° ------- BUILDING SECTION , 3/811_ 1 I_OII ------ A4o3 - -) ASPHALT SHINGLES 0/15# L41 Stucho L FELT C/ ROOF SHEATHING ■ Architecture ROOF VENTS I 1 15 Hei6jht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 ASPHALT SHINGLES 0/15# E-Mail:rm5Labrie@yahoo.com FELT C/ ROOF SHEATHING ©Copyright 201 9 These Documents, 12 a5 m5trument5 of Service, whether the Project for which they are made 15 executed or not, SHALL NOT BE BLOCKING P * DO USED BY ANY PERSON OR ENTITY @ G WITHOUT THE WRITTEN CONSENT BLOCKING @ TOP * BOTTOM OF BOX BEAM, BE NTIRE Documents are and Architecture. remain the OF B BEAM, BEAM ENTIRE LENGTH OF FIRE WALL property of the Architect. LENGTH OF FIRE WALL ASPHALT SHINGLES 0/15# ENGINEERED ROOF TRUSSES FELT 0/ ROOF SHEATHING @ 24" O.C. W/R-38 INS. ENGINE RED ROOF TRUSSES @ 24' .C. W/R-381N5. ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-38 ENGINEERED 2x BOX GIRDER ENGINE RED 2x BOX GIRDER INSULATION, AIR GAP BEAM W/8" TYPE 'X' GYP. BEAM /8" TYPE 'X' GYP. BETWEEN TRUSSES BOARD ON BOTH SIDES, BOAR ON BOTH SIDES, / CONT. TO ROOF SHEATHING n('1 CONT 0 ROOF SHEATHING ENERGY HEEL AS CD — REQUIRED BY CODE TRUSS TIES PER TRUSS Q 2x B CKING @ LOWER RO / i / MANU. N CIO 7 — 2x TRUSS BLOCKING , / I tATJ,ON DAfF — DBL G TOP PLATES NOTCHED FOR k X N VENTILATION _ 0 0 RU55 HEEL � � � X ' , — 0 PREFINISHED CONT. � METAL DRIP 5/8" TYPE 'X' GYP. � � � 5/8" TYPE 'X' GYP. BD 0/ G MIL. PREFINISHED H I CLIP TYP. @ 2x8 ABOVE (2) BD 0/ G MIL. Q 03 00 VAPOR BARRIER ALUMNINUM GUTTER TRUSS BEARING @ DBL 2x4 TOP VAPOR BARRIER >1 0 0 AND DOWNSPOUT DBL TOP PLATE PLATES C\I C\I TO TRUSS WP 3380: I NOUN FIRE WALL 2x4 SUB FASCIA W/4" FASCIA 2x4 SUB FASCIA O 2x4 WOOD STUDS @ I G" O.C. STAGGERED BD. W/SOFFIT VENTS WP 3370: 1 HOUR FIRE WALL L 8" O.C. ON 2xG WOOD PLATES, (2) Q� m O SIDING 0/WALL SHEATHING 5/8" TYPE 'X' GYP. DOUBLE ROW OF 2x4 WOOD STUDS I G" THICKENESS OF 3 -" FIBERGLASS GATT — @ 2 5 0/2xG STUDS @ I G" O.C. 0/ BD 0/ G MIL. O.C. ON SEPARATE PLATES I" APART (2) INSULATION (INTERIOR) � 8' TYPE 'ESP LOW-E HOUSEWRAP" W/ VAPOR BARRIER THICKENESS OF 3 '" FIBERGLASS BATT GYPSUM WALLBOARD APPLIED EACH SIDE 2 _� R-2 I WALL INSULATION TYP � CO � PARALLEL OR AT RIGHT ANGLES W/ 6d @ EXTERIOR WALLS 2xG @ 24" O.C. PAINTED 8' SOFFIT INSULATION (INTERIOR) 8' TYPE 'X' N 0 OVERBUILT COATED NAILS, 18' LONG, 0.09 1 5" SHANK, OVERBUILD BD. GYPSUM WALLBOARD APPLIED EACH SIDE 4" HEADS, 7" O.C., JOINTS STAGGERED 16" PARALLEL OR AT RIGHT ANGLES W/ Gd ( n U � It ON OPPOSITE SIDES. HORIZONTAL BRACING FLASHING @ WALL TO PROVIDE DRAFT COATED NAILS, 18' LONG, 0.09 15" SHANK, ��JJ JJ 0 O REQUIRED AT MID-HEIGHTS. SEE DETAIL ROOF CONNECTIONS STOP EVERY 10' 4" HEADS, 7" O.C., JOINTS STAGGERED I G" A2.0, MIN SOUND STC OF 50 MAX HORIZ. ON OPPOSITE SIDES. HORIZONTAL BRACING 0 REQUIRED AT MID-HEIGHTS. SEE DETAIL 14" ROOF JOIST W A2.0, MIN SOUND STC OF 50 73 R-38IN5ULATION _ .. PROVIDE DRAFT STOP EVERY WALL HEIGHT TO BE REDUCED BY 8' U 34 FLOOR SHEATHING @UPPER FLOOR CIDI 0 MAX HORIZ. L 0/ 117/8 FLOOR PROVIDE DRAFT O � - JOISTS, SEE 52. 1 \ s 3/4" FLOOR STOP EVERY I 0 ( > MAX HORIZ. v L SHEATHING 0/ BLOCKING 0 Q 2xG SILL 1 1 7/8" FLOOR - CONT. SUBFLOOR SHEATOOG 0/ PLATE JOISTS, SEE 52. 1 511 CONTINUOUS 13/4" x I I \ INSULATION BAFFLE SHEATHING TO 117/8" FLOOR WHERE SXGYP HOWN 7/8 LVL LEDGER TYPE BOARD \ BEAR ON BLKG JOISTS, SEE 52. 1 LICENSED. w CONT. RIM BD. ARCHITECY w (4) 5D525500 1/4" x 5" WOOD _— BLOCKING AS SCREWS @ I G" O.C. INTO STUDS 8" TYPE 'X' GYP. WHERE SHOWN AR-26N �> 2xG BLOCKING SHOWN BLOCKING AS SHOWN - 5/8" TYPE 'X' GYP. BD (2) 2xG DBL 8' TYPE 'X' GYP DBL 2x6 TOP PLATE ER 0/6 MIL. VAPOR BARRIER _ R-2 I INS TOP PLATE BD CONT. ABOVE MECH. 1� CHASE H I CLIP TYP. @TRUSS 2x4 DBL TOP PLATE (2) LAY RS 5/8' 5/811 TYPE 'X' GYP. MECHANICAL C BEARING CONTINUOUS DOUBLE TOP PLATE. HASE 12 TYPE 'X GYP. ALL BD 0/ G MIL. LPI JOISTS, VAPOR BARRIER 8 SPATE OF IDAHO R0811d L.GATES SECOND TOP PLATE TO BE - OSB/PLY BOAR @ SEE I-A4. 1 5/8" TYPE 'X' GYP. BD HDR, SEE 52. 1 SHEATHING, 8' LENGTHS, STAGGER JOINTS MECHANICAL OM FROM FIRST TOP PLATE JOINTS D C� CEILING COMMON 2x4 SOFFIT FRAMING WALL 8' TYPE ' ' GYP. BOARD 8" TYPE 'X' GYP. BOARD Addenda/RCV151on5 MUST BE CONTINUOUS TO MUST BE CONTINUOUS TO ROOF SHEATHING ROOF SHEATHING MECH ROOM 2x6 @ 16n O.C. W/ UNIT Project Data R-19 BATT AND1934 4" CONCRETE SLAB POURED ■ Project No.: 9.28 0/15 MIL. POLYETHELENE VAPOR ■ Drawn By: RGL■ Date: .28.19 FIRECODE CORE BARRIER 0/ 6" WELL COMPACTED 4" CONCRETE SLAB 4" CONCRETE SLAB POURED ■ Checked By: RGL GYPSUM AGGREGATE BASE SHEATHING POURED 0/15 MIL. 0/15 MIL. POLYETHELENE VAPOR POLYETHELENE BARRIER O/ G" WELL COMPACTED ALL DRAWINGS TO BE REVIEWED AND P.T. 2xG SILL PLATE W/ SILL VAPOR BARRIER 0/ G" 4" CONCRETE SLAB POURED AGGREGATE BASE VERIFIED BY CONTRACTORS PRIOR TO ALL PENETRATIONS TO BE GASKET � A-BOLT WELL COMPACTED 0/15 MIL. POLYETHELENE VAPOR CONSTRUCTION,l OTTRE OF ANY ERRORS, FIRE RATED AGGREGATE BASE BARRIER 0/ G" WELL COMPACTED OMISSIONS, AND/OR PROPOSED CHANGES AGGREGATE BASE HORIZ. SIDING 0/ P.T. 2xG SILL PLATE W/ SILL O THE PLAN PRIOR TO CONSTRUCTION, 5/8" DIA. x 10" ANCHOR BOLTS OR FABRICATION. @ 48" 0 C 5/8" DIA. x 10" WALL SHEATHING GASKET � A-BOLT P.T. 2xG SILL PLATE W/ SILL ANCHOR BOLTS @ 0/ 2x6 STUDS @ Sheet Title GASKET A-BOLT 48" O.C., P.T. 2xG SILL PLATE W/SILL I G" O.C. W/ (2) 5/8" DIA. x I C" ANCHOR GASKET A-BOLT R-21 INSULATION BOLTS @ 48" O.C., D 4 D D v d � Vq WALL°° (3) #4 CONT. °2" RIGID INSULATION 2" RIGID R-10 INS. DETAI LS° a � 2'-0" vR-10 2'-011 CONCRETE FOOTING STEM WALL PER a° ENGINEERING CONCRETE FOOTING ° D * STEM WALL PER ° a ° a a ENGINEERING a Sheet Number v c MECH . WALL I HR . PARTITION WALL DETAI L WALL DETAI L I HR . PARTITION WALL 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 3/411_ 1 1_011 Aj4 ,0 -)L41 Studio L Architecture I1 15 Heights Dr. Q Boise,Idaho 83702 Cellular phone: ( 8 < < I E-Mail:rmsLabrie@ya@yahoo.como.com Q m 50'-0" ©Copyright 201 9 These Documents, a5 m5trument5 of Service, whether 5/8" DIA. x 10" A.B. @ 48" 2'-0" 2'-0" 13'-0" -2" G'-7" Gil G'-7" _2" 13'-0" 2, �„ 2, �„ the Project for which they are made O.C., SEE SHEAR WALL is executed or not, SHALL NOT BE SCHEDULE FOR ADDITIONAL USED BY ANY PERSON OR ENTITY A.B. REQUIREMENTS 2xG STUD WITHOUT THE WRITTEN CONSENT WALL DUE TO VARYING CODES AND LOADS, STRUCTURAL OF Studio L Architecture. These ENGINEERING REQUIRED EACH TIME PLAN IS REUSED Documents are and shall remain the A np, ENGINEERING STAMP ONLY APPLIES TO THE JOB property of the Architect. CONC. SLAB 4" CONC. S2.0 ° PATIO LOCATION WRITTEN UNDERNEATH THE STAMP. IIIIIII- V 1 I,,,IIII IIIIIIIIIIIIIII III—IIiiI "iil "sill - 2" RIGID INSULATION -- c� 8 STEM WALL _ _ _ III III 1= SEE SHEET S2.2, � - GENERAL NOTE5 : w SHEAR PLAN FOR oo m EXACT LOCATION `Y' A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION #4 VERT. @ 32° III—III ° III III III of HOLDDOWNS F L O O.C. ALT. HOOKS- - - D III III B. 3G" x 3G" LANDINGS ARE REQUIRED AT EXTERIOR ,,^ z (2) #4 CONT., TOP DOORS IF THE DISTANCE FROM THRESHOLD TO WALK W w II II II II II II II ° D IIIIIII BOTTOM SURFACE EXCEEDS 8". — III III III III = �? 13'-1 14' C. ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH Q � 2'-3" SQR. x 10" w/(4) `' "' GRADE FOR FROST PROTECTION. N #4 EACH WAY, 3" o — — o III= - D. ALL CONSTRUCTION MUST MEET CURRENT 2015 IBC _ N ° CLR TO BOTTOM OF REQUIREMENTS. — ° D FOOTING, TYP OF 4 O O 6x6 POST E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. — O (2) #4 CONT. III —III III 6x6 POST F 21-011 F. ALL SLABS TO BE POURED OVER ADEQUATELY (`O Q) -„ COMPACTED SAND AND GRAVEL AND VAPOR BARRIER co 1 4" CONC. I G" — L —1 �j - L PATIO _ G. FOUNDATION TO MEET ALL MINIMUM CODES Q (� 111 111 11I 11I I- _�� �� co 4-84 9-44 3-72 3 72 9 44 4'-84 4'_0' � H. PERIMETER INSULATION TO MEET ENERGY CODES, � O O 4" CONC. 40 VERIFY W/ MANUAL J PATIO 4x4 POST X TYP . fOUNDATION 1 I. PERIMETER FOOTING DRAIN AS NEEDED _ INI _ 4x4 POSTS T 7 F T J. FLUSH STOOP @FRONT DOOR O N .T.A S. FIn- - - - � -I L T --I - - - � - - � 1 -`� � - - - - - � m o L T -1L -1 421 1 1 TI SEE 52 . 2 FOR HOLDDOWN 2'-3" sQR. x o" w/(4) o LOCATIONS/SH EAR CALLOUTS cq #4 EACH WAY, 3" O UI �- 4" CONCRETE SLAB O/ COMPACTED SAND CLR TO BOTTOM OF L(� AND GRAVEL, VERIFY LOCATION OF FOOTING, TYP OF 4 , ^ L _ L PLUMBING FIXTURES L- -1 1U 1 �- 1 - - - 1 4 CONC. PAD 4" CONC. PAD @ A/C, SEE HVAC L @ A/C, SEE HVAC 3 RIGID INSULATION @PERIMETER 4'-0" O � FOUNDATION, R-1 5, TYP. = 73 1 -IT — .. 1 1 4'-0" 1 m- - - - - - - - - - - - ID- - - - - - - - - - - - - - - - - - - - - - -- U 1 O �_ o CENTERLINE OF Q 24" x 10" W/(3) #4 - - - - - - - CO- M­MO N WALL 0 � L - - - - - - - - - - - - - - - - - - � - - � T - - - - - - - - - - - - - - - - - - - - - 4" CONC O Q 1 1 1811 x 10" W/(2) #4 1 PATIO I �' I I I 1 4" CONC. PAD 1 A-A4.2 q @ A/C, SEE HVAC 4'-0" 21'-0" - 21'-0" � L.ICENSED. ,ARCHITECT 4x4 POST AR-2882 � 1 I I 1 1 F 2'-3" SQR. x 10" w/(4) #4 EACH WAY, 3" F 0 CLR TO BOTTOM OF FOOTING, TYP OF 4 16'-64" I 1 A f� 22'-0" 52.0 TYP. �R081M L.GATES 4x4 POSTS F - —1 SPATE OF IDAHO . C. L_ L_ � -1 ! -1 o 4" CON PATIO �G� � - I 1 , 1 ' i1 1 A-A4.3 4'-0" 4 84 9 44 3'-7 2 Addenda/Revisions TYP. A +1 = GxG POST un L? s2.o 2-0 1 1 -1 8" THICKENED SLAB 1 t @ ALL DOOR/SLIDER OPENINGS C? Project Data ■ Project No.: 1934 � I„ L � ■ Date: 9.28.19 3-1 12 )/ ■ Drawn By: RGL ■ Checked By: RGL F Ln - 1 ALL DRAWINGS TO BE REVIEWED AND 4 CONC. VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY PATIO O STUDIO L ARCHITECTURE OF ANY ERRORS, • A TYP OMISSIONS, AND/OR PROPOSED CHANGES 1 1 1 1 52.0 IN THE PLAN PRIOR TO CONSTRUCTION, �o — OR FABRICATION. — — — — — Sheet Title 4" CONC. PATIO fOUND- lATION 0* 2'-0" 2'-0" Ili 13'-0" '-2�Ile 6-74" 4'-24 10'-0" 8'-0" 3'-0" 50'-0" PLAN Sheet Number fOUNDATION PLAN1 /4 = 1 _01I GENERAL NOTES : Lq 15tucho L ATTIC VENTING : LEGEND : A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION Architecture BEARING WALL BELOW B. 3G" x 3(;" LANDINGS ARE REQUIRED AT EXTERIOR I VERIFY MIN. ATTIC VENTING REQUIRED DOORS IF THE DISTANCE FROM THRESHOLD TO WALK DUE TO VARYING CODES AND LOADS, STRUCTURAL 21 15 Helght5Dr. Boise,Idaho 83702 I HOUR PARTITION WALL SURFACE EXCEEDS 8". Cellular phone: (208)890-0218 UNIT A: ENGINEERING REQUIRED EACH TIME PLAN IS REUSED E-Mall:rm5Labrle@yahoo.com 5G9 SFT/ 1 50= 3.79 SFT. C. ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH ENGINEERING STAMP ONLY APPLIES TO THE JOB 3.79 SFT x 144 SQ. IN= 545.7G SQ. IN GRADE FOR FROST PROTECTION. LOCATION WRITTEN UNDERNEATH THE STAMP. ©Copyright 2019 These Documents, 272.68 SQ. INCHES @ RIDGE D. ALL CONSTRUCTION MUST MEET 2015 OR MOST CURRENT a5 m5trument5 of Service, whether 272.88 SQ. INCHES @ EAVE IBC REQUIREMENTS. the Project for which they are made 15 executed or not, SHALL NOT BE UNIT B: E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. USED BY ANY PERSON OR ENTITY 7 1 9 SFT/ 1 50= 4.79 SFT. WITHOUT THE WRITTEN CONSENT 4.79 SFT x 144 SQ. IN= G90.24 SQ. IN F. ALL SLABS TO BE POURED OVER ADEQUATELY OF Studio L Architecture. These 345. 12 SQ. INCHES @ RIDGE COMPACTED SAND AND GRAVEL AND VAPOR BARRIER Documents are and shall remain the 345. 12 SQ. INCHES @ EAVE property of the Architect. G. FOUNDATION TO MEET ALL MINIMUM CODES H. PERIMETER INSULATION TO MEET ENERGY CODES () I. PERIMETER FOOTING DRAIN AS NEEDED ''- \\ J. ALL HEADERS (2) 2x8, U.N.O. -0" Q Q K. PROVIDE TOP FLANGE JOIST HANGERS, TYP. Q TY I L. TYP. POST BEAM GIRDER BEARING TO BE GxG U.N.O. < I Q m @ Q m M. SEE ELEVATIONS FOR ROOF VENT LOCATIONS s o N. VERIFY ALL PLUMBING LOCATIONS PRIOR TO LAYOUT 4x8HEADER 3 1/2"x 9 1/2" LVL 3 1/2"x 9 1/2" LVL 4x8 HEADER CD — i 4x8 4x8 — — T—T— — - - - `- - - - - `—V (—� 4 - 1 t I- (2) 2x6 MULLION (2) 2x6 MULLION 7) U BETWEEN WINDOWS BETWEEN WINDOWS • L N w X 1 2xG @ 24" OVE BUILD _ - W V� 0 0 \ — W/ UNPo-RT @ : ° ° ^ — O G C C.l, TYP UC�J O 1 L U O Q � Q �C\J x C\1 C�J CzU_J U_J � � � Q 00 00 LLJX LLJ ° ° � O O z I I I I I I I I I I I I I I I I I I I I I z 1 w — w GxG POST 6x6 POST I j l I —3 1/2"X 1 1 7/8" LVL — -------- I I 3 1/2 x 1 1 7/8 LVL /2"QSB PATTERN UNBLOCKED - -- -- -- -- —— —— —— — — — — — O - - - - - - - - - - - - - - - - — — — — �l.J [D TRUSSES DO NOT n n n n n - n n n n n /8d @ 6''_O.C. EDGES C 8d @ 1 2" PENETRATE I HR. m I �_ > J m n O O > 0 1 0 1 D.C. FIELD NAIL G kUSE PLY-CLIPS 1 " R F 0I5T5 ( ERTY 51 E W/TRUSS MAN ) @ 24" O.C. 14" OOF JO S (VERI SIZE /TRUSS MANU.) 2 0. PARTITION WALLS, TRUSS J L MIDSPAN JN15TALt S�IEETS DESIGNER TO _� -- PERPENDICULAR TO STRUCYt1RAL LIP @ IrL W/ HARDWARE H I W/2x LOCK ACCOMMODATE III - = -'N RANG. I I I I I I I I I I I I I I I I —IN I I I I I I I I I I I I I I I I I I I Ico W @ 2' OFF D �x4 WALL °x I Ili x 4x4 OSTS _x N QD 4x8.@ OTTOM F HUC HAN If =IN 4x4 POST Ili m m l� DBL. TO PLATE Ln u u 4x8 u u u u u u u _u u u u u u I 1 /4_"x - 3 1�2"x h l 7/81' LVL I c7) — 1 r r r T 1 -,r - r _1 r — �r r — C —T — —i r— — r _1 r _1 r _1 r _1 _1 r -,r- 71- cf� — — — — — — — 13/4"X 7/8" LVL 117/8" LVL — — — — — LLJn I I 8 LU n 1/2"i 1(D 8'(2 O O O ^ / ct� 4x8 @ BOTT M OF — — — — — — — — — — — tJ� AC SS N _______-- -----____-- _ _-- ___-- n n n n Il I I I I _ _-- _ _-- _ _ L� DBL 1�OP PLAT 0 1 O --- O O 7- r . . IL c I@ TOP F WALL W/HARDwAR 1 W/2 4 U 0 TAC D I st O o N BLOCK ROW @ 2 OF�OF 2x4 WAL o N I I I I I X8 P ST S s D 2nd FLOOR 73 0z °� I DO NOT IACE TR SS w @ 5) 2ndLLJ z I ON VENT NG WALL z VERIFY ALL LOCATI S I I I I I I P I I I I I I I I I I I I I I z I OFFSET B UNIT z OF PLUMBING FIX URES. 1 O w I � - X L - J w N ATTIC ACCE5 ES TO BE 2Q" I r \ MIN IN HEIGqT, S RUCTU L ATTIC ° ° MIN�O O BST�UCT�ONS ABVE ACCE Q � BI I x 1 — — 21 I 1-011 HGA 10-5D5 BEAM --- ! PR 5� 1)&E�OCK OR HARDWAf If H .5 OR H I @ 2x6 x TO TOP PLATE BOXI GIRDER TRUSS ON CENTERLINEI SEE SECTION COMMON WALL, EACHI SIDE. D15C0 TINUOUS � C/ TRU SES @ ALL, 5E 5ECTIO = H RE FL OR J GT51 BEAR ON W LL, T E WA L AB ERE UCED IN R JOIST BEA ON A E W ILL AB VE IT WILL E E UCE IN HE GHT Y 8'I LICENSED. ARCHITECT — -- ----� w � J AR-2882 PRE SURE BL CK OR HAR WARE H .5 OR H 2xG cry HE E FLOOR J ISTS EAR N WALL, TH WAL AB I B RED CED I H 8 � - @ � x = COMMON WALL, EACH SIDE. DISCONTINUOUS rt � LP11 18 x l 7/ " @ 0 = o o LA DIN TRU SES @ ALL SEE SE TION 1 ^ U C - x �CO _ - _ - _ UO — � - - � 177� -A4.2 pN - - -CIO — — — — — � — — — 3 I/2"x 117/8" LVL ? '� ° - - - - _ HGA 10 DS BEAM ACCI ESS BO BE 'L c�1 v 1L, U x4 O5T 5UP50N HU4T2 TO TOP PLATE t T z HANGER - Rp81M L.GATES — — — — — — _ _ '� �� STATE OF IDAHO IF w DO NOT TRUSS - - - - - - - - - ON E I G ALL, az - ---- - VERIFY ALL LOCA ONS �' _ > t'`,i j�V C S OF PLUMBING FIXT ES. _ - - - - - - - - - J MSTC28 OFFSE I B UNIT I Gl_ k , CL P @ TOPI OF W LL W/ H1ARDWAI�E H I W/2x4 I p cV R W @ F F 2x4 W LL N LU \ ^ Addenda/Rev151on5 w _-- I =1 x 11 x - - - - 2�24 MULLION - m M5TC28 ATTIC u — u— u u X1� m q BETWEEN WINDOWS Z z +III 1/2 10 13/4 X 7/8 LVL AA4. J lL L —JL JL JL JL4 — JL JL JL J — JL — J IACC15�J — — — — — — " " \ —rin n n n n n n L--- 1 C1 4x8 @ BO OM OF _ 1 1 I MSTC28 HUC ANGER DBL TOP PLA E ^ J I 4x4 POST 1 - - - - - - - 0 1 A—A 4. III 0 Project Data -1N > — — — — — — — — — ■ Project No.: 1934 I R 70f7015T5 ( ERIFY SI E W/TR SS MA ) @ 24 O.C. EN INEERE TRUSSE @ 24 O.C. m I --- II x = I M5TC28 ■ Date: 9.28.19 x — — — — — — — — — ■ Drawn By: RGL =1N I 01 O 0 1 I I\ m I — �m 4x8 — --- ■ Checked By:—RGL — ------- --------- 03 I 3 1/2"x 1 1 7/8" LVL �1 ALL DRAWINGS TO BE REVIEWED AND I I� Lj VERIFIED BY CONTRACTORS PRIOR TO GxG POST C — O CONSTRUCTION, NOTIFY U� -- x - STUDIO L ARCHITECTURE OF ANY ERRORS, w x (.r) I 1 _ _ _ _ _ OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, U i — t ° __1 _ U — — OR FABRICATION. Q SZ O tFt 4x8 x 32"x92" M.L. 1 .9E o N - MSTC28 MSTC28 M5TC28 MST 28LLJ Sheet Title w z _ _ _ _ _ _ _ I f LOOP/ w - 2x6 @t24" OVERBUILD t — — — - t - - 1 I I I W/SUPPORT @I I I I I � I PO SEE SHEAR PLANS FOR ADDITIONAL CALLOUTS (2) 2xG MULLION I � Roof --- ---- ---- BETWEEN WINDOWS I/ 4x8 -- _ .I --- / c��o fRAMING 4x8 HEADER 3 1/2 x 9 1/2 LVL 1j�� S �- FLAN5 Sheet Number K0f fKAMING PLAN f LK f RAM ING PLAN 1 /411_ 1 _O 1 /411_ 1 I_OII HOLDDOWN SCHEDULE : 5HEAR SCHEDULE : 5HEAR NOTES : Lq 15tucho L-) A= LSTHDB Archltecture B= STHD 10 ALL EXTERIOR WALLS SHALL BE SHEATHED I W/7/1 G" OSB. ATTACH WITH MIN. I G GA. 2 115 Hei hts Dr. 7/1 G" OSB X 2" LEG STAPLES AT G" O.C. TO ALL Boise,Idaho 83702 ZLW/ I G GA x 2" LEG STAPLES SUPPORTED PANEL EDGES AND AT G" O.C. EMaldrm5Labrie@ya o.com 8 @yahoo.com AT 3" O.C. TO ALL PANEL EDGES IN THE FIELD. U.N.O. * G"O.C. IN THE FIELD (PROVIDE BLOCKING AT ALL PANEL EDGES) STAPLES SHALL NOT BE SUBSTITUTED FOR ©Copyright 2019 These Documents, W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS COMMON NAILS AT SHEAR PANELS. a5 m5trument5 of Service, whether AT 32" O.C. the Project for which they are made ALL SHEAR PANELS SHALL HAVE DOUBLE 15 executed or not, SHALL NOT BE STUDS AT ENDS FOR EDGE NAILING AND USED BY ANY PERSON OR ENTITY ATTACHMENT OF STRAPS AND/OR WITHOUT THE WRITTEN CONSENT G 7/1 G" OSB OF Studio L Architecture. These W/ I G GA 2" LEG STAPLES HOLD DOWNS, TYP. Documents are and shall remain the AT 2" O.C. TO ALL PANEL EDGES property of the Architect. * G"O.C. IN THE FIELD ALL HOLD DOWNS SHALL ALIGN AT DOUBLE (PROVIDE BLOCKING AT ALL PANEL EDGES) STUDS AT ENDS OF SHEAR PANELS, TYP. W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS AT 24" O.C. PROVIDE 'SIMPSON' H I AT ALL TRUSS BEARING LOCATIONS. ' \ ALL SHEATHING SHALL BE CONTINUOUS —+—� M5TA49 BTWN M5TA49 BTWN G G G TO FLOOR/PLATE BEHIND ALL ATTACHED E FLOORS, ALIGN FLOORS, ALIGN E G ROOF FRAMING INTO WALL. O W/ HOLDDOWN W/ HOLDDOWN B B PROVIDE DOUBLE STUD ABOVE AND BELOW ALIGNED s AT STRAPS BETWEEN FLOORS FOR STRAP (� MSTA49 BTWN MSTA49 BTWN B B ATTACHMENT, WITH PANEL EDGE NAILING FOR FULL CD FLOORS, ALIGN FLOORS, ALIGN HEIGHT OF DOUBLE STUDS. W/ HOLDDOWN W/ HOLDDOWN E I I I i E PROVIDE PANEL EDGE NAILING FULL HEIGHT OF KING c� (V CIO MIN MIN M I M I STUD AT WINDOW AND DOOR OPENING FRAMING, AND ACROSS HEAD AND SILL. — A A [� N r---- ————- PROVIDE GALVANIZED NAILS INTO PRESERVATIVE O O 0 0 TREATED SILL PLATES. NAIL SIZE AND SPACING TO X O MATCH SHEAR WALL SPECIFIED. PROVIDE 8d GALVANIZED NAILS AT SAME SPACING WHERE STAPLES �J USED. co Q 03 co E E ° ° O O c� N N ----------------- ----------------- ----------------------------------- O DOUBLE STUD AND rDXC'1'LJ5LE STUD AND nn ll ---____- ----------------- �lJ m O ----®--- I II II I I EDGE NAILING @ EDGE NAILING @ S P LOCATIONS, TYF. STRAP LOCATIONS, Tf. O A A O 4 N QD M5TA49 BTWN M5TA49 BTWN A /� FLOORS, ALIGN FLOORS, ALIGN /� (1 v W/ HOLDDOWW----- -----Wf-�tGLDDOWN O O O O O O --------- O O O O I I E E O 73 I I m U O L A � s 3' GYP. BOARD W/Gd C00_LERS 7" O.C. 0 8' GYP. B A / 8' COOLERS OR#G x 18' A v L s @ @ �i PERIMETER, PANEL DGES AND ALL FRAMING o SCREW @ O C ERIMETER, PANEL EDGES AND O Q ALL F MIN I I I I C11 e I I I i I I I I LICENSED. ARCHITECT AR-2882 I I I o I F---- I I I I I I I I I ---------- ---- I I I o I t ME%L.GATES STATE OF IDAHO I I 0 I I I I I I I h l Addenda/ReV1510n5 ---� O O --------- — --- I I I I I I II I I I I O O I I I I MSTA49�T-WN------ O FLOORS, ALIGN L---J A W/ HOLDDOWN o I II Project Data S P LOCATIONS TYP. o o I I 0 Project No.: 1934 ■ Date: 9.28.1 9 O ■ Drawn By: RGL EDGE NAILING @ E ■ Checked By: J —________________ _________________ MIN . I I N . ALL DRAWINGS TO BE REVIEWED AND A VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, ° G OMISSIONS, AND/OR PROPOSED CHANGES 1� IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. I I I A A A I I Sheet Title I I I I E I i G G I M5TA49 BTWN L FLOORS, ALIGN 111111 I W/ HOLDDOWN E Al ' MIN MI 5HEAR ------------------- MSTA49 BTWN I I FLOORS, ALIGN ------------------- PLAN5 W/ HOLDDOWN B B M5TA49 BTWN E FLOORS, ALIGN G W/ HOLDDOWN G Sheet Number UFFER 5HEAR FLANS LOWED 5HEAR FLANS 5202 3/ 1 Gil= 1 i_01I 3/ 1 Gil— 1 1_011