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PZ - Elevations ABC -)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 � j - i I 2015 IBC, 2012 IFC, 201 5 IEEC, 201 2 IMC, 201 2 IFGC, 2009 ICC/ANSI A 1 1 7. 1 , 20 10 AMERICAN5 W/DISABILITY ACT, i 2017 NEC, 2017 IDAHO STATE PLUMBING CODE O s j OCCUPANCY CLASSIFICATION: R-2 U i I — CON5TRUCTION TYPE: V-B ca N � FULLY 5PRINKLERED, PER CODE Q — — i `\ OVERALL BUILDING HEIGHT 27-01 0 0 X - 0 GENERAL "ACCESSIDILTY' MULES > ! APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC 1107.6.2: QCIO C3 Iz �- >, Io 00 # 1 O I 1 o ACCE551BILTY ANALY515 15 DONE PER PARCEL, NOT UNIT TYPE. N N # 104 o REfERENCE CIVIL -UNITS WILL EITHER BE TYPE "A" "B" OR NEITHER t5 I p TYPE E "A" i SHEETS I`0K CD; 01 Bldg #3 16 - IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR N # 102 # 103 SITEPLAN AND PARCEL 15 > 20 THEN 2% (NOT LE55 THAN ONE UNIT) HAS TO BE TYPE "A". (S-- > -N j ` V QD 7 -TYPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER ICC A O ! 51 DEWALK 1 17. 1 . IF THE UNIT 15 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL [�� L ELEVATOR 15 REQUIRED. V U A LOCATIONS 0 CO j - IF LE55 THAN 20 UNITS ON PARCEL, THEN NO TYPE A REQUIRED v / N j I •. 01 i TYPE D CD j 557 W. Idaho Ave. j O -6 o -ALL "TYPE 5" UNITS NEED TO COMPLY WITH FAIR HOU5ING ACT 01 N - 2015 IBC 1 1 07.7.2 15 AN EXCEPTION STATING THAT IF THE UNIT 15 2 i ! STORIES AND 15 NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT O N ' i # 104 # 103 ! HAVE TO COMPLY WITH " '' TYPE REQUIREMENTS. s j -IF THE 2 STORY UNIT 15 A MEZZANINE UNIT, MEANING THE UPSTAIRS 15 <3 0 � AS 89°47'13" W 98.98' OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF TYPE "B" UNITS. THERE 15 AL50 AN ADDITIONAL REQUIREMENT STATING THAT ! ANY SPACE (EX: BEDROOM) THAT 15 PROVIDED IN THE MEZZANINE MUST Bldg # I AL50 BE PROVIDED ON THE MAIN LEVEL. =HffEo ARCHITECT # 101 # 102 # 1O4 # 103 PROJECT SPECIFIC REQUIREMENT5 AR_2862 I B A A ! ! BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS SO NO "TYPE "A" j C REQUIRED. 51NCE ALL UNITS ARE 2 STORY, NO TYPE 5'' 15 REQUIRED. i L(19 # 1 02 o0 604 W. Broadway Ave. A j o ppBq�A L.GATES ' STATE OF IDAHO 1 i ! o j I N j 526 W. Broadway Ave. i o j ! ° o Addenda/Revisions I I N I I I I I I I I I I I I I I j I Project Data I ■ Project No.: 1934c I I ■ Date: 10.2.19 ■ Drawn By: PGL - I ■ Checked By: PGL I I 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 SITE PLAN/ CODES SITE PLAN Sheet Number "= 20'-O" N OKTh A 1 00 Q . m Q m Studio L 43-0' 45 G GENERAL NOTE5 211-0" 21,-0" 1'- " Arch Itectu re 2 I'-0" 24'-0" 13'-0" 8'-0" 8'-0" 13'-0" 1 -011'-G' 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. -------- -----� Q? O C Co r1 ht 201 9 These Documents, 3. 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND a5 n5tu ment5 of Service, whether CEILINGS, U.N.O. the Project for which they are made I 1 4. INSULATION: 15 executed or not, SHALL NOT BE �o USED BY ANY PERSON OR ENTITY 2 I R-38 ROOF INSULATION WITHOUT THE WRITTEN CONSENT A4.2 R-2 1 WALL INSULATION OF Studio L Architecture. These J 2' OF R-10 INSULATION @ PERIMETER OF SLAB Documents are and shall remain the property of the Architect. co ----------------- ------------------- 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL m o o o o I-P BUILDING CODES AND REGULATIONS. (IBC 201 5) o I o o BUILDING IS I I G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. � (� o o o SPRINKLERED V 1 i FIRE RISER NOTES: 7 TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS Q o 0 0 o FIRE 5PRINKLER/MECHANICAL _ 0 o I o o ROOM5(TYP OF 4): 8, WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3'-0" WIDE X G'-8" TALL o ALL WINDOW HEADERS @: l9 EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G"O.C. UPPER FLOOR @ 7-0" O BUILDING IS SPRINKLERED � FIRECODE ORE GYPSUM �a MAIN FLOOR @ G'-8" O s r-- — r-� o o s 9. MUST MEET IECC 201 5. MECHANICAL INSTALLER TO SUPPLY HEATING AND I I I I I O O � SHEATHING ON EXTERIOR AND 8' -� TYPE'X'GYPSUM WALLBOARD ON COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE _ �__J �_� �0 s BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE o IF I H UR WALL: WP 370 0 0 I WALL: WP 370 O THE INTERIOR. (2)LAYERS . 1 g TYPE'X'GYP. BD @CEILING. FIRE PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. CD - 77 - - - - CAULK ALL PENETRATIONS 710. CARBON MONOXIDE DETECTOR AT HALLWAY N co r—� /� _ /� PROVIDE 51GNAGE ON A VISIBLE OUTSIDE BEDROOMS 75 A—A4.2 o A—A4.2 AREA OF WALL CLOSE TO THE 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. 1 I SPRINKLER EQUIPMENT FREE OF • O --J I OBSTRUCTION"LETTERS TO BE I" \/ MIN., METAL(TYP OF 2) 12 MOUNT (I) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ /\ � C\, EXTERIOR OF BUILDING WHERE SHOWNco n 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY �J ' 0 0 - THE BUILDER. 013 1� O O m A-A4.3 o J A-A4.3 N N I - J = I m ----- = o i A4.2 I _ _ SQUARE FOOTAGE5 I� 0 UNIT A: > L MAIN LEVEL G31 S.F. UPPER LEVEL 350 S.F. V O TOTAL SQUARE FOOTAGE 961 S.F. D (V O -3L/F UNIT B: � Lo MAIN LEVEL 49G S.F. UPPER LEVEL 408 S.F. O L O 21'-0" 14'-0" 8'-0" 13'-0" 8'-0" 4'-0" 10'-0" 8'-0" 2'-G" TOTAL SQUARE FOOTAGE 904 S.F. 43'-0" 21'-0" 24'-G" UNIT C: L 45'-0" MAIN LEVEL G31 S.F. O U UPPER LEVEL 350 S.F. 73 TOTAL SQUARE FOOTAGE 981 S.F. TOTAL BUILDING:OVEAALL UFFE� �LOOK OVERALL LOWED ELOO � 1/8 1 '-011 I/811= I 1-011 (1) "A" UNITS 981 S.F. (1) "B" UNITS 904 S.F. O U (2) "C" UNITS 19G2 S.F. r TOTAL SQUARE FOOTAGE 3847 S.F. v O Q IVALLS AND INTERIOR PARTITIONS, WOOD-FRAMED 50 5TC W1 INS. WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED 50 5TC W/ INS. GA FILE NO. WP 3380 GENERIC 1 HOUR GA FILE NO. WP 3370 GENERIC 1 HOUR 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/RCV151on5 WF 3380 DETAIL WF 3370 DETAIL I hOUR FIRE WALL DETAIL I HOUR f IF\E 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. 5TC OF 50 NEEDED TO ACHIEVE MIN. 5TC OF 50 ■ Project No.: 1934c ■ Date: 10.2.1 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 LOOK FLANS Sheet Number A200 z z z Studio L O J J O J ■ LL_o ILL_o LL_o Architecture 30'-0" 21'-0" Q I 13'-931, 9'-21 3. 1 7,-0" 15-7-4 5-44 3'-G" eig isr. 21'-0" Boise,Idaho 83702 40 Cellular phone: (208)890-0218 5-0 CLR 12'-24" 8'-✓3" E-Mail:rmsLabrie@yahoo.com 1 HOUR WALL:WP 3370 OF COMMON 1 HOUR WALL:WP 3370 ©Copyright 20 19 These Documents, WALL — — — - as instruments of service, whether the Project for which they are made 1 HOUR WALL:WP3380 = J CL OF COMMON s"TYPE'X' v I� is executed or not, SHALL NOT BE % o a - o `� USED BY ANY PERSON OR ENTITY REF. WALL — TUB/SH GYP.BD. co BATH #1 SHWR/ "' WITHOUT THE WRITTEN CONSENT I = 22'x 30" CONT.BEHIND o VINYL a TYPE'X'GYP.BE. OF Studio L Architecture. These MECHANICAL U0 c. X rue 5" 3'x 4' PANTRY — - ATTIC TUB TO FLR, l9 � INSERT CONC. `X SINGLE LAYER 1/2"FIRE _ BATH #1 �p ACCESS 2668 SEE DETAILS �p TUBT.BEHIND Documents are and shall remain the �., SHWR/ � o TUB TO FLR,SEE property of the Architect. STOOP TREATED PLY @ MECH ;g X 8'CLG TUB PANEL BATH #Z A3.0 co UNIT/SHARED WAI FRESH `" "TYPE'X'GYP. — -1 36"SQ. DEN N o INSERT 8'CLG DETAILS A3.0 AIR SOFFIT @ 20"WIDE X 11 o J BE.CONT. - VINYL CONC ff_2x6 7/8"TALL,SEE1A4.1 to W ¢ BEHIND TUB �� BEDROOM m�T m PAD CARPET 2x6 Ln N z = o TO FLR 8'CLG = zD 2868 00 Is KITCHEN 0 - t N CARPET coN 2x6 2668 ACKE Cl) 8'CLG 2x6 O N — cn 468 868 3 68 S E Y E m 0 0 DW LOSE T KE cv� 2x6 A .4 FIRE _411 CONCRETE PATIO =1� SD �° x /D SPRINKLER 4068 BIPASS `n 2x6 WALL 42"TALL SD - O v 2468 O 0 � - o CLOSET o m FIRE REF. LE N PROVIDE 2x6 @ RAISED BAR INTERIOR HEADER co 2668 ON 15R EXTINGUISHER—� R&S N N U m FOR FUTURE BLIND DESK INSTALLATION ; 32"HIGH -iN L- ��_ - - - 8'CLG 2x4 HA F \ VAULTED N _ — R&S 11 7/8"TALL SOFFIT, CD Z a I 3'-13 20 MINUTE WALL 42" a m 4'-102" 9-44 3-03 -9 CIO — Q° �Q 5-92 2-7 3-I 4 WH — SEE DETAIL 1-A4.1 CAI N COUNTER N O CUSTOM DOOR o O = = O GROMMET O MECH =IN 32"x70"RO-OP CLOSET LU o o KITCHEN m DESK —!N o cn m x w m m 32"HIGH cn L LIVING 8'CLG N PROVIDE 2x6 @ 8'CLG d O O 8'CLG z FU N J m o INTERIOR HEADER GROM ET • o ¢ M CONCRETE PATIO 20 FOR FUTURE BLIND 0 0 DW x 0 O 5/8"GYP.BD. DUCT CHAS EL 24" 2 0 o O O w 1/ I„ r � M I N @ MECH WIDE AIL 2-A4.1 O m � cc INSTALLATION cn � - _ co 2'- J o pj _ v = m 2x6 WALL 42 TALL_ z a 0 0 = o a N - LINE OF FLOOR ABOVE RAISED BAR ¢ J o N — — — — — — — — — — — — — — — Ln CD - Q � � J Q 00 � o 4x8 BLOCK FOR a o _�� 14'-2" o T-0 3/4" i z NEWEL POST = Lrul o o m z VINYL _ 7 1 I/4 ¢ O O > FRESH Z CARPET LL w mQ p CV CV AIR o = o M ENTRY UP 15 o Z o �� vv 8'CLG = Qo F- o PLASTIC GROMMETS - O -1N VINYL -`� OPEN TO BELOW > > LIVING ROOM 4x8 BLOCK FORL 26 0 SH 265 SH 26 0 SH 6? cv m = Q 3 3„ VAUL^TED NEWEL POST ENTRY _ INYL > -1N 00 N cq c� Ln � O CD 2'-o-" 5.01 2' 33 - - - - - M N 41-I" 2'-9" 2'-9"JI 2 4 4 — COVERED CONC. 7,-4-I" PORCH = �- -41 2 2 2650 S.H. 2650 S.H. 2650 S.H. 7'-0" 4'-0" 19'-0" 4'-7 1�� 2'_2 I 11 � S- 30'-0" 21'-0" 3'-9" 2'-9" 2'-9" 3'-9" 2 2 O JI 10'. 41 40 75 I,-G" 2'-0" 13'-0" .. '-2" G'-10" -u 24'-01 C L � PLAN B— MAIN FLOOR FLAN A/C— UPPER FLOOR31/4"=FLAN A— MAIN FLOOR O I/4"= I '-O" 463 SFT I/4"= I '-O" 432 SFT I '-0" G 10 SFT 2 U oQ z 21'-0" � 12'-24' 8'-94" LICENSED. 01 STRUCTURAL STAMP CH 6N AR-2882 1 HOUR WALL:WP 3370 30'-0" �� IS ONLY FOR ')z _� HANDRAIL DETAIL 2" RAIL 7'-0" 23'-01I vN Q v �' if-40 m Cn BATH #1 SHWR/ q 0 8'CLG n BALUSTERS, ,� co VINYL TUB a"TYPE'X'GYP.BD. WALL BRACKET CONNECTIONS I @ 4" O C W/ ��- INSERT CONT.BEHIND PER MANUFACTURER, 12" 12 < 4"CLR 1 HOUR WALL:WP 3 80 N TUB IL FLR,SEE 200# MIN. CAPACITY OF COMMON 36"SQ. o DETAILS A3.0 WALL CONC DEN 2 RAIL SATE OF IDAHO (FLAT 2x4 WALL - PAD CARPET 2x6 "-��;J ly C �j Cn IFRAMING @ CHASE 3 BATH #2 SD 2668 2868 Q <4" DIA. 1 54 8'CLG - ACKE Ln WOOD HANDRAIL OPENING m D SINGLE LAYER 1/2"FIRE VINYL TUB/ TYPE'X'GYP.BE. m TREATED PLY @ 4'-0" 9-21 a I S E Y E � WALL BRACKET o SHWR CONT.BEHIND - — — — — — — UO N INSERT TUB TO FLR _ A A x 3'-4" _ @ 4' O.C. MAX. FF� m ddenda/Revisions BEDROOM #1 4068 BIPASS 2468 EDGE OF WALL 8'CLG 2.3_ -1N ch CLOSET � = m STAIRS G 8'-62' CARPET 2'-34' 2_�" 2668 3-8� 3�-44 — — — — —REF. —LE — � N 10 N -1N DN 15R " R&S O O N 7. o m SD Sp m - _ Lk —8'CLG GUARDRAIL DETAIL VAULTED (2) 2x4 BLOCKING @BRACKET 8. 4'-101" 1� 11718"TALL SOFFIT, 3 LOCATIONS W/ HUC 24-2 EACH END NTS Project Data 2 g 4 SEE DETAIL 1-A4.1 3 0 3 9 oeo p 4 = 4 - p ■ Project No.: 1934c DESK -I(V O _ w cD O 8'CLG ■ Drawn By: RGL —N � a o KITCHEN m 32"HIGH - 6068 BYPASS SD N _� ■ Date: I GL 19 hi J N o PROVIDE 2x6 @ ■ Checked By: RGL N Q N J INTERIOR HEADER GROM ET _ _ CONCRETE PATIO o FOR FUTURE BLIND 10713 DW N O F 7 �? X coo INSTALLATION nj o R&S ATTIC c� o M ������ ALL DRAWINGS TO BE REVIEWED AND ACCESS _ — — — — — — — — — —2x6 WALL�42"TALL_ z a /��� G�-�L �j VERIFIED BY CONTRACTORS PRIOR TO — — LINE OF FLOOR ABOVE RAISED BAR J m HANDRAIL DETAIL CONSTRUCTION, NOTIFY -IN -IN a IRE Of ANY ERRORS, NTS �;;; OMISSIONS, AND/ORSTUDIO L U PROPOSED CHANGES 7-0 3/4" IN THE PLAN PRIOR TO CONSTRUCTION, Lh Lh VINYL 7-1 1/4 ¢ _ > = OR FABRICATION. — BEDROOM #2 — CARPET LL w a o co 8'CLG ¢ _ O m a CARPET = Sheet Title I � m GENERAL NOTES LIVING ROOM 4x8 BLOCK FOR VAULTED NEWEL POST ENTRY I . ALL EXTERIOR WALLS TO BE 2xG WOOD STUDS @ I G" O.C. 8. WINDOW AND DOOR SIZES: EXAMPLE, 30G8= 3'-0" WIDE X G'-8" TALL f LOOKVA D EXCEPT COMMON WALL ALL WINDOW HEADERS @: m INYL 2 ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ I G" UPPER FLOOR @ 7'-0" 5040SL R O.C., UN.0. MAIN FLOOR @ G'-8" FLANS, 3. 5/6" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND 9. MUST MEET IECC 2015. MECHANICAL INSTALLER TO SUPPLY HEATING AND COVERED CONC �v CEILINGS, U.N.O. COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE I L — — — —3— — — — — PORCH _ BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE 8'-74" 8'-44' 4. INSULATION: PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST. 650 S.H. 2650 S.H. 2650 S.H. R-38 ROOF INSULATION 10. CARBON MONOXIDE DETECTOR AT HALLWAY R-2 1 WALL INSULATION OUTSIDE BEDROOMS G'-0" 17- 1,. 11, 2' OF R-10 INSULATION @ PERIMETER OF SLAB 23'-0" 0111i 2'-9" 2'-9" 3'-9" 4-72 2-22 I I . CONFORM TO REQUIREMENTS * GUIDELINES OF A.D.A. AND FAIR HOUSING Sheet Number 5. CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL ACT AS APPLICABLE. 13'-0" �22" GI_I Oil BUILDING CODES AND REGULATIONS. (IBC 201 5) 12. MOUNT (1) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-I OBC @ 21'-Oz' G. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. EXTERIOR OF BUILDING WHERE SHOWN 7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS 13. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY THE BUILDER. A20 PLAN B— UPPER FLOOR PLAN C— LOWED FLOOR 1/4"= 1 '-0" 409 SFT 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,ldahot83702(@y C. FLASH AND COUNTERFLASH ALL WALL TO ROOF CONNECTIONS 3. BOARD AND GATT (OR SHAKE SIDING) T.B.D. BY BUILDER, Cellular phone: ahoos m E-Mail:rmsLabri 205) 90-0 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 J\\) 4 o s C Qca N co 7) • L [I,- N � O O 5 Lk — O X U � O O N N LLtLLt LE 3 2 I O ALI co o 1 QD Lo 2 v U II II I 11 o � o 6 TYP `1 LLL O 73 6 mJ/ LJLILJ U El —===I L—L U U oQ 8 LICENSED. ARCHITECT AR-26N ' ' C ' UNITS 51DE ELEVATION C ENTRY UNIT ELEVATION R081M L.GATE 2 SPATE OF IDAHO I C') 40 Addenda/Revisions ADD ENERGY HEELS AS NEEDED 12 ELLLU 5 6 TYP Lid -LLLLLLLLLL PLATE 4 Project Data ■ Project No.: 1934c 3 ■ Date: 10.2.19 ■ Drawn By: RGL ■ Checked By: RGL g -100 12 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, F.F. OR FABRICATION. .ri�ao ----- -- — — — --- PLATE Sheet Title 6 -00 EXTERIOR C LJL `o LEVATION '._) F.F. ' ' C ' ' ENTRY/ 111511 SIDE ELEVATION 111311 ENTRY/ ' 'All SIDE ELEVATION Sheet Number /411 _ 1 1_0 II I /411 _ 1 1_0 II -)L41 Studlo L Architecture I 2 1 15 Heights 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_011 o Qw o s z 1 1 7/8" HVAC CHASE CD � N TRUSS BLOCKING _ 7) • L [� N ASPHALT SHINGLES 5 O O A4.4 - - - - — O 8"x 8"ATTIC VENT 00 � RETURNAI 2 R � Q o I 11211 — 1 1_011 N N I I � I 3 I I CE) � Q A4.4 I I 4- co -2s / ENGINEERED WOOD TRUSSES @ 24"O.C. W/R-38 BLOWN IN INSULATION I I Q NQD I I 4 I 12 I I I A4.4 V J Q G ENERGY HEEL AS REQUIRED PER CODE, TYP. @ALL TRUSSES I "� I �� I — 4x8 W/HUC48 14" ROOF JOISTS W/R-38 INSULATION — — — — — — — — — — — — — — � �' Y X �` � � ( �� X i 0 .. 0/VAPOR BARRIER PLATE y x X X X y I I I I SOFFIT I I'-o" _YP. I i i I 0 s 6` PAINTED FASCIA I I I 5/8 GYPSUM WALL BOARD TYP. @CEILINGS/WALLS 2x6 OVERBUILD @ 24 O.C. - 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 SOFFIT BOARD I AR-2882 PAINTED 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 �R081Id 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 PLATE I I I i AND BATT BOARD I I I I I I I Addenda/Revisions 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 ■ Project No.: 1934c I I eft I I■ Date: 0.2. 9 I I I I I w ■ Drawn BY RGL cn — ■ Checked By: RGL J I I I I I I C3 IALL n I I VERIDFIEDw O BY CONTRACRTORS PRIOR O I 5/8 TYPE X GYP. 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 N THE PLAN PRIOR TO CONSTRUCTION, P.T. I PATE �n S LL L AI 2x 2 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 I 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 Sheet Number II III III BUILDING SECTION - - - - - - - - - - - - - - - -- 11211 _ 1 1_011 -)L41 Studlo L Architecture I 2 1 15 Heig1ht5 Dr. Boise,Idaho 83702 Cellular phone: (208)890-0218 E-Mail:rm5Labrie@yahoo.com ©Copyright 201 9 These Documents, a5 m5trument5 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. V J 2 A4.4 � O C I I � ca N CIO I I 7) — — I I L [� N ENGINEERED BOX GIRDER BEAM I i O O • - O I I � 00 31-411 00 O O N N NGINEEKED WOCE TRUSSES @ 24 D.C. W/ I -38 BLOWN IN I ULATION �6 ENGINEER D OOD TRUSS @ 24" O.C. W/ 438 BLOWN IN IN 3JLATION L I I m I I co -2s O U i I � Lo U 5/8 GYPSUM WALL BOARD TYP. @ CEILINGS/WALLS O 73 SIDING 0/WALL SHEATHING CD U 0/2xG STUDS @ I G"O.C. W/ R-2 I WALL INSULATION, TYP @ NOTE: GLUE ALL MAIN FLOOR EXTERIOR WALLS O s =� I INTERIOR WALLS AND ALL UPPER r 1 L FLOOR WALLS TO BOTTOM PLATE v Q 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 �X, `� STATE OF IDAHO K-2 I BATT INSULATION @ TOP PLATE, R0811d L GATES TRUSS HEEL, RIM JOISTS I I AND VOIDS @HEADERS, TYP. I � Scn Ip . . lei I I I I � 4x8 HEADERS, t\ Addenda/ReV151on5 I I" v TYP., U.N.O. I I I I U-j 0 II It Ln Project Data ■ Project No.: 1934c 4" CONCRETE SLAB POURED 0/15 ■ Drawn By: RGL MIL. POLYETHELENE VAPOR ■ Checked By:(3) 2x 12 STRINGERS ROL2.19 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 OIRU ROPOSED CHANGES a a a ° a ° a a a s a a ° a a ° a ° a° a ° a a ° a a ° IN THE PLAN PRIOR TO CONSTRUCTION, a° I b ° VAPOR BARRIER a a OR FABRICATION. Sheet Title Ed - - ° as 15LDG . i11 ' I1 �I 5ECTION5 Sheet Number ABUILDING SECTION l /211= 1 1_011 Studio L I I I Architecture I I I S 1 M 2 1 15 eights Dr. _—————_ Boise,Idaho 83702 / A4.4 I Cellular phone: (208)890-0218 / \ I E-Mail:rmsLabrie@yahoo.com 1 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 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. I I I I I - I I I I I s I I C Q ca N CIOI I I I I I I I 7) — — I I L N I I I I O O I I I I Q I I O O I I I I SEE 2-A4.I FOR \ N N I I I I SOFFIT DETAIL CD � I I I I L I I I I >co I I I I Q Lo U � I I I I � � � V JDZ L C) I I O 4) 5 SIM I I I I � I I I � A4.4 ----- �� ° (� U ° � -- \�� ------- 2 \ I I A4.4 15UILDING SECTION \1 ---- 11_ I 1_011�/o U oQ I I I I I I I I I I I I LICENSED. I I ARCHITECT 12 I I AR-2682 I I I I 6 I I I I I I CONNECTION PER I I TRUSS I I MANLI. ENGINEERING ---_ 4 � --- A4.4 I I I I I \I c RSYCATE OF IDAHO I I I I I I I I I I 2x BLKG @ 2' OFF I C') I WALL, SEE 52. 1 I I I I I Addenda/Revisions I I I I I I I I I I CONT. RIM JOIST 2 Project Data I ■ Project No.: 1934c 1 I I ■ Date: 10.2.1 9 I I 112' I ■ Drawn By: RGL ■ Checked� B RGL I Y a I I I I I ALL DRAWINGS TO BE REVIEWED AND I I VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION, NOTIFY STUDIO L ARCHITECTURE OF ANY ERRORS, I A A I \ I I OMISSIONS, ND/OR PROPOSED CHANGES I I I IN THE PLAN PRIOR TO CONSTRUCTION I FAB I A OR R C TON TVNC NICHE BE I AM, SEE 52. 1 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 BLDG . I I I I = I SECTIONS I I I I I I I I I IJIIJI I I I I I I I I I I I I Sheet Number ---- BUILDING SECTION , 3/5 11_ 1 I_QII ------ A403 — -) 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-GO INS. ENGINE RED ROOF TRUSSES @ 24' .C. W/R-36 INS. 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 ( 1 CONT TO ROOF SHEATHING ENERGY HEEL AS v REQUIRED BY CODE TRUSS TIES PER TRUSS C 2x B CKING @ LOWER RO / i / MANU. N CIO 2x TRUSS BLOCKING , / I tATJ,0N�8AfF NOTCHED FOR k X � N DBL G TOP PLATES O VENTILATION _ ,O RU55 HEEL _ 0 PREFINISHED CONT. X � � METAL DRIP co ` 5/6" TYPE 'X' GYP. `y 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 OO AND DOWNSPOUT DBL TOP PLATE PLATES c� N C\I TO TRUSS WP 3380: 1 NOUN 1=1RE 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 8" O.C. ON 2xG WOOD PLATES, (2) I m O SIDING 0/WALL SHEATHING 5/8" TYPE 'X' GYP. DOUBLE ROW OF 2x4 WOOD STUDS I G" THICKENESS OF 3 -" FIBERGLASS BATT — @ INSULATION (INTERIOR) 5" TYPE 'X' 0/2x6 STUDS @ 16" O.C. 0/ BD 0/ G MIL. O.C. ON SEPARATE PLATES, I" APART, (2) S_ a 'ESP LOW-E HOUSEWRAP" W/ VAPOR BARRIER I" GYPSUM WALLBOARD APPLIED EACH SIDE THICKENESS OF 3 2 FIBERGLASS GATT -�' PARALLEL OR AT RIGHT ANGLES W/ Gd R-2 I WALL INSULATION, TYP INSULATION (INTERIOR) 5i TYPE 'X' O @ EXTERIOR WALLS 2xG @ 24" O.C. PAINTED 8' SOFFIT a N QD OVERBUILT COATED NAILS, 1 8' LONG, 0.091 5" SHANK, OVERBUILD BD. GYPSUM WALLBOARD APPLIED EACH SIDE PARALLEL OR AT RIGHT ANGLES W/ Gd T) 4" HEADS, 7" O.C., JOINTS STAGGERED I G" U ON OPPOSITE SIDES. HORIZONTAL BRACING FLASHING @ WALL TO PROVIDE DRAFT COATED NAILS, 18' LONG, 0.09 15" SHANK, ( (, 0 O REQUIRED AT MID-HEIGHTS. SEE DETAIL ROOF CONNECTIONS STOP EVERY 10' 4" HEADS, 7" O.C., JOINTS STAGGERED I G" V A2.0, MIN SOUND STC OF 50 MAX HORIZ. ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID-HEIGHTS. SEE DETAIL N 14" ROOF JOIST W A2.0, MIN SOUND STC OF 50 O 73 R-381N5ULATION — .. PROVIDE DRAFT STOP EVERY WALL HEIGHT TO BE REDUCED BY 8' D U SHEATHING @UPPER FLOORCID I 0 MAX HORIZ. 34 FLOOR L 0/ 1 1 7/8 FLOOR JOISTS, SEE 52. 1 � PROVIDE DRAFT 3/4" FLOOR STOP EVERY 10' MAX HORIZ. L BLOCKING SHEATHING 0/ O Q 2xG SILL 1 1 7/8" FLOOR PLATE JOISTS, SEE S2. 1 CONT. SUBFLOOP, 3/4" FLOOR 0/ 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 S2. I LICENSED. LU CONT. RIM BD. ARCHITECY w (4) SDS25500 1/4" x 5" WOOD AR-2882 _— BLOCKING AS SCREWS @ I G" O.C. INTO STUDS 8" TYPE GYP. WHERE SHOWN �> 2xG BLOCKING SHOWN BLOCKING AS SHOWN GYP. BD (2) 2x6 DBL 8' TYPE ' ' GYP DBL 2x6 TOP PLATE EF 0/G 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. BEARING CONTINUOUS DOUBLE TOP PLATE. MECHANICAL CHASE 12 TYPE 'X GYP. ALL BD 0/ G MIL. LPI JOISTS, 8, SYATEOFIDAHO R0811d L.GATES VAPOR BARRIER 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 t'�;.���C h S� MECHANICAL ROOM FROM FIRST TOP PLATE JOINTS D C� CEILING COMMON 2x4 SOFFIT FRAMING WALL 8' TYPE 'X' GYP. BOARD 8" TYPE 'X' GYP. BOARD Addenda/RCV151on5 MUST BE CONTINUOUS TO MUST BE CONTINUOUS TO ROOF SHEATHING ROOF SHEATHING MECH ROOM UNIT Project Data 2xG @ 16n O.C. W/ R-19 BATT AND 4" CONCRETE SLAB POURED ■ Project No.: 19.2. 0/15 MIL. POLYETHELENE VAPOR ■ Drawn By: RGL■ Date: 102.19 FIRECODE CORE BARRIER 0/ G" 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 CO ST UC ION,NOTURE 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 IN THE PLAN PRIOR TO CONSTRUCTION, 5/8" DIA. x 10" ANCHOR BOLTS OR FABRICATION. 5/ 48" 0 C 5/8" DIA. x 10" WALL SHEATHING GASKET * A-BOLT P.T. 2x6 SILL PLATE W/ SILL ANCHOR BOLTS @ 0/ 2xG STUDS @ Sheet Title GASKET A-BOLT 48" 0 C P.T. 2xG SILL PLATE W/SILL I G" O.C. W/ (2) 5/8" DIA. x 10" ANCHOR GASKET A-BOLT R-2 I INSULATION BOLTS @ 48" O.C., a ° D ° a WALL (3) #4 CONT. °2" RIGID INSULATION 2" RIGID R-10 IN DETAI LS1� S. ° a � 2'-0" vR-10 2'-011 CONCRETE FOOTING11 STEM WALL PER a° CONCRETE FOOTING ° ENGINEERING 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 45'-G" ©Copyright 201 9 These Documents, a5 m5trunI of Service, whether 5/8" DIA. x 10" A.B. @ 48" 13'-0" -2" G-7"' ' GilG'_7" 2 13'-0" 2,-0" I'-G" 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 o PATIO LOCATION WRITTEN UNDERNEATH THE STAMP. IIIIIII- V 1 i,,,llll IIIIIIIIIIIIIII p III-III II - - - - - - - - - - - - - - � -�-� z 8" STEM WALLir o 2 RIGID INSULATION N _ - - - - III III I= SEE SHEET52.2, - - - - - - - - - � - GENERAL NOTE5 :oI II II111111111111MSHEAR PLAN FOR � EXACT LOCATION - - - A. VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION O o #4 VERT. @ 32" �I II II II II o II II II II II of HOLDDOWN5 O.C. ALT. HOOKS= - D - = B. 3G" x 3G" LANDINGS ARE REQUIRED AT EXTERIOR s z 111111ii11111111111111 III III U (2) #4 CONT., TOP - DOORS IF THE DISTANCE FROM THRESHOLD TO WALK \J w II II II II II II II D IIIIIII BOTTOMLU SURFACE EXCEEDS I III III III III III=I I I=I I I= 5'-0" 1 3„ „ o _III= 13 1 14 C. ALL BEARING FOOTINGS MUST BE 24 BELOW FINISH C -IIIFo = 2'-3" SQR. x 10" w/(4) "' GRADE FOR FROST PROTECTION. CV 010 #4 EACH WAY, 3" o D. ALL CONSTRUCTION MUST MEET CURRENT 201 5 IBC o IIIIIII 1 = CLR TO BOTTOM OF - � REQUIREMENTS. 11-1111 Q D_o,_ — FOOTING, TYP OF 4 O O F — E. FRAMING TO BE DOUGLAS FIR#2 OR BETTER. _ — — - GxG POST — O (2) #4 CONT. --III III - GxG POST 2, 0„ F. ALL SLABS TO BE POURED OVER ADEQUATELY COMPACTED SAND AND GRAVEL AND VAPOR BARRIER CO ' � - 4" CONC � I G" - = L - �j , PATIO = G. FOUNDATION TO MEET ALL MINIMUM CODES Q 1�� 1�� III III �_ 1 11 " co 4-8- 9-4- 3-7- 3 7- g 41 4_81 � H. PERIMETER INSULATION TO MEET ENERGY CODES, � 4" CONC. 4 4 2 o 2 4 4 M N N PATIO - VERIFY W/ MANUAL J 4x4 POST I. PERIMETER FOOTING DRAIN AS NEEDED TYP . IfOUNDATION N I 4x4 POSTS T I -+ T J. FLUSH STOOP @ FRONT DOOR O N .T.S. � - - - - � - - +- I 1 -`- � - - - - - � L_ m 4� L T --I L -1 -1 �L 1 1 I �I SEE 52 . 2 FOR HOLDDOWN L- 2'-3" SQR. x 0" w/(4) 1 o LOCATIONS/SH EAR CALLOUTS c0 #4 EACH WAY, 3" O �- QD 4" CONCRETE SLAB O/ COMPACTED SAND CLR TO BOTTOM OF �0 CV CL/ AND GRAVEL, VERIFY LOCATION OF FOOTING, TYP OF 4 LLn PLUMBING FIXTURES L - �- 1 " ' O 1 1 4" CONC. PAD 4" CONC. PAD @ A/C, SEE HVAC L @ A/C, SEE HVAC 3 RIGID INSULATION @ PERIMETER O FOUNDATION, R-15, TYP. 1 I I I I —_� � .. I I I I � � - - - - - - - - - - - - - - - - - - - - L — - - - - - -- 0 o CENTERLINE OF Q O s N 24" x 10" W/(3) #4 - - - - - - - O M MO N C WALL � - - - - - - - - - - - - - - - - - - � � - _ - � F- - - - - - - - - - - - - - - - - - -- - - - 4" CONIC. O Q 1811 x 10" W/(2) #4 PATIO 4" CONC. PAD 1 A—A4.2 @ A/C, SEE HVAC 41-011 -7 21'-0" - 0, 1 �o LICENSED. ARCHITECT I 4x4 POST � AR-2882 I 1 I 1 I I 2'-3" SQR. x 10" w/(4) #4 EACH WAY, 3" CLR TO BOTTOM OF 5'-0" FOOTING, TYP OF 4 16'-64" I 1 2 2'-0" TYP. c.. 52.0 ROSIN L.GATES 4x4 POSTS - STATE OF IDAHO 411 PATIO Gl . 4' 84' 9' 44' 3' 72" A—A 4.J Addenda/RCV15Ion5 —1N TYP. S2.0 6x6 POST ur; L? — 1 N t � 8" THICKENED SLAB @ ALL DOOR/SLIDER OPENINGS o Project Data �t ■ Project No.: 1934c I.. - - - - - - - - - - - - � ■ Date: 10.2.19 13-1 12 )/ ■ Drawn By: RGL ■ Checked By: RGL ALL O DRAWINGS O 13E REVIEWED AND VERIFI D B CONTRACTTORS PRIOR TO4 CONIC. CONSTRUCTION, NOTIFY PATIO A O STUDIO L ARCHITECTURE Of ANY ERRORS, TYP OMISSIONS, AND/OR PROPOSED CHANGES IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. Sheet Title - - — �' 4" CONC. PATIO ATION 13-0 -2 fOUND- GI-171 4 10-0 8-01121-Gll 40 45'-G" PLAN Sheet Number fOUNDATION FLAN 1 /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 Heights Dr. 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-Mail:rm5Labrie@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 Instruments 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 3 112"x 9 112" LVL 3 112"x 9 112" LVL 4x8 HEADER — — i 4x8 — — — 4x8_ C I 01 T -4 - 1 t I- 1 (2) 2xG MULLION (2) 2xG MULLION 75 I U BETWEEN WINDOWS BETWEEN WINDOWS • L N x — — 2x6 @ 24" OVE B— — - I U-i • O O t W/ Ul FORT @ ° • _ O 11 G' C.ILTYP x T � b /\ u ) Q o �o N _ N CIZ w c� CV CV z w 6x6 POST 6x6 POST j I —3 112"X 1 1 7/8" LVL — I I 3 1/2 x 1 1 7/8 LVL /2"QSB PATTERN UNBLOCKED --------_ A=P II__ TRUSSES DO NOT n— n —n n n ii ii - n n n n n /8d @ 6''_O.C. EDGES C 8d @ 1 2" PENETRATE I HR. m I �_ > J CD O O _J > O O D.C. FIELD NAILkG kU5E PLY-CLIPS I " R. F 0I5T5 ( ERIFY SI E W/TRUSS MAN ) @ 24" O.C. 14" OOF JO S (VERI SIZE /TRUSS MANU.) 2 ' 0. PARTITION WALLS, TRUSS I 0 IIm J 1 0 - MIDSPAN JN15TALt S�IEETS DESIGNER TO -- ERPENaIEGLARTO STRU�Yt1RAL LIP IrL W/ HARDWARE H I W/2x LOCK ACCOMMODATE =IN III - _� =N ((� NG. 1 I I o W @ 2' OFF 0 x4 WALL I Ili 4x4 OSTS -x NQD 4x8 @ OTTOM F HUC HAN If = 4x4 POST Ili - -IN DBL. TO PLATE Ln u u 4x8 u u u u u u u u_ u u u u L 1 - 1 3 1V2"x h 17/81' LVL 1 I v — /4 x _ _ _ �r �l �r 1 �r �r �r — lr — �r — C —�r — _1F — r �r �r �r 8 �r �r - -� w — — 1/2" 1� 8'� 13/4"x 7/8" LVL 1 1 7/8" LVL O O — — ( n O /�C 55 1 \ cry _________ ___________ _ _ _____ n n n n n n n _ _ _ _ 4x8 @BOTT MOF cn = _ _ _ _ _ _ _ _ _ _ DBL 1�OP PLAT 1 0 1 O � O 1 O 7 r . . I @ TOP F WALL W/HARDwAP W/2 4 Q TAC D I st 4) I I I I I I I I I I I I I I I I � BL CK ROW @ 2'OF�OF 2x4 WAL o N I I I I I X8 P ST S s D 2nd FLOOR O .. ND 2nd -N DO NOT LACE TR SS w ON VENT NG WALL, 1 z VERIFY ALL LOCATI SCD OFFSET I B UNIT w 1 1 1 1 1 OF PLUMBING FIX URES. 1 N � - 0"i LJ � s 11 ATTIC ACCEEt ES 10 BE 2Q I (s) O U x l MIN IN HEIG T, S RUCTU L ATTIC BI I x l 16G.C. v O Q WCIO / 0OBS UCTJON5 AB1 VE ---� ACCf J I � ° 1 ° II 1 — � — �1 ii LU HGA 10-5D5 BEAM ---J PRE �URE CK OR HARDWAfE H .5 OR H I @ 2x6 0 = x TO TOP PLATE u� BOXI GIRDER TRUSS ON CENTERLINEI SEE SECTION COMMON WALL, EACH1 SIDE. D15C0 TINUOUS � TRU 5ES @ ALL, 5E 5ECTIO H RE FL OR J GT51 BEARION W LL, T E WA L AB E RE UCED IN R JOIST BEARON A E�LL AB VE IT WILL E E UCE IN HE GHT Y 8" LICENSED. - ARCHITECT HE E FLOOR J ISTS EAR N WALL, TH WALLAB I B RED CED I H - PRE SURE BL CK OR HAR WARE H .5 OR H @ 2x6 1 w 1 1 18 C �� � X x LPI 18 x 1 7/ @ 0 - - _ COMMON WALL, EACH SIDE. DISCONTINUOUS � " C X o o LA DIN ] i � � TRU SES @ ALL SEE SE TION ^ � - - - � — A—A4.2 < O � - - - —_ - - - - — °X ATTIC J BO BE J_Jo N — — — 3 112"x l l 7/8" LVL JACCE55 ,' ° C - - - - - 5IMPSON FIU4T2 - HGA 10-5D5 BEAM z x4 O5T TOT P PLATE t — w I E (Rl — HANGER R0811d L GATES DO OT TRUSS - STATE OF IDAHO 1 ONE I G ALL, VERIFY ALL LOCA ONS = J t'�+-��U C S OFFSE I B UNIT OF PLUMBING FIXT ES. I MSTC28 Gl CL P @ TOPI OF W LL W/ 11ARDWAI�E H I W/4x4 - - - - - - - - R W FF F 2x4 W LL - -- - - - - - - X --- -1 x 1 2�24 MULLION m M5TC28 I ` Addenda/Revisions ATTIC u — u— u u X1� m BETWEEN WINDOWS J L J L J L JL4 J L J L J L J J L_ JL iACCES�J- --- I/2 1 O 13/4"X 7/8" VL --` - A A 4.3 _ ___ n n n n n n n L--- C1 I I 4x8 @ BO OM OF _ 1 MSTC28 HUC ANGER DBL TOP PLA E ^ m 4x4 POST Ili C 1i I II - � 1 - - - - - - A—A 4. J I __J Project Data „ „ „ II > — — — — — — — — — ■ Project No.: 1934c op I RkO TfO15T5 ( ERIFY SI E W/TR SS MA ) @ 24 O.C. EN INEERE TRUSSE @ 24 O.C. I --- II x = I MSTC28 ■ Date: 10.2.19 03 — — ■ Drawn By: RGL x I O 00 It 1 I I -----4x8 __--- ■ Checked By: RGL I I I I I I ch I I I �— — --------- I 3 112"x 1 1 7/8" LVL �1 CO ALL DRAWINGS TO BE REVIEWED AND I I� Lj VERIFIED BY CONTRACTORS PRIOR TO GXG POST C — p CONSTRUCTION, NOTIFY x STUDIO L ARCHITECTURE OF ANY ERRORS, C 3 2'X 9 2' M.L. I .9E OR OMISSIONS, PRIOR T PROPOSED CHANGES — — — IN THE PLAN PRIOR TO CONSTRUCTION, 4X8 Sheet Title M5TC28 M5TC28 M5TC28 MST 28 1 �ONAI - - - _ - - - _ - - I f LOO 2xG @ .2 OV RBUILD 2'" Y W SUPPORT � � � � t - I / @I I I I I (2) 2x6 MULLION 0 0" .C., TYP - 1 ^ SEE SHEAR PLANS FOR ADDITIONAL CALLOUTS BETWEEN WINDOWS ��- Roof it 1 A 4. 4x8 _ - - - - - - - TAMING 4x8 HEADER 3 112"x 9 112" LVL FLANS A A Sheet Number K001 fKAMING PLAN f LOOK f RAM ING PLAN 1 /411_ 1 I_011 1 /411_ 1 I_011 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 B ATTACHMENT, WITH PANEL EDGE NAILING FOR FULL U FLOORS, ALIGN FLOORS, ALIGN HEIGHT OF DOUBLE STUDS. CD W/ HOLDDOWN W/ HOLDDOWN E I I I E PROVIDE PANEL EDGE NAILING FULL HEIGHT OF KING c� N CIO > )JMIN MIN M I M I STUD AT WINDOW AND DOOR OPENING FRAMING, AND or ACROSS HEAD AND SILL. - q q [� N PROVIDE GALVANIZED NAILS INTO PRESERVATIVE O O ° TREATED SILL PLATES. NAIL SIZE AND SPACING TO _ O MATCH SHEAR WALL SPECIFIED. PROVIDE 8d X GALVANIZED NAILS AT SAME SPACING WHERE STAPLES n \ ' co USED. W Q 00co E �, O O IE N N ------------------------------------- I i EDGE NAILING @ EDGE NAILING @ F n 1 CD O 5TRAF LOCATIONS, TYF. STRAP LOCATIONS, TYF. O B B�° �lJ 4 co � I I o M5TA49 BTWN _____________ M5TA49 BTWN q D FLOORS, ALIGN FLOORS, ALIGN A U ----------------------- ------- ------- --------------------- W/ HOLDDOWN -----WJOLDDOWN O O O O T) O O --------- ------ ---- - --- ----- ----- --- - ---- ------ --------- O O O O E E Q 73 Q � U -- 8' GYP. BOARD W/Gd COOLERS @ 7" O.C.@ LA o " GYP. B A / 18' COOLERS OR#6 x 18' PERIMETER, PANEL DGES AND ALL FRAMING o CREWS @ OTC P RIMETER, PANEL EDGES AND v O Q ILL F MIN I I I 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 o L__—J I I t ME%L.GATES STATE OF IDAHO J 0 �C', . . � � E I I II h Addenda/ReV1510n5 �---� O O I I I II I ————————— —————— ———— — — 0 --——- I I I I I II I M5TA49 BTWN --------------- --- 0----- ------- D li FLOORS, ALIGN L___J A I o I I oil W/ HOLDDOWN o li I I I I I Project Data I I I ■ Project No.: 1934c S P LOCATIONS, TYP. o 0 0 A ■ Drawn By: RGL 0 0 ■ Date: 10.2.1 9 EDGE NAILING @ E ■ Checked By: E.'(91J13LE STUD AND ALL 13E REVIEWED AND MIN . 2 . 51 1 N . e-A VERIDFI D BY ONRAWINGS OTRACTTORS PRIOR O I CONSTRUCTION, NOTIFY j STUDIO L ARCHITECTURE OF ANY ERRORS, G OMISSIONS, AND/OR PROPOSED CHANGES E IN THE PLAN PRIOR TO CONSTRUCTION, OR FABRICATION. A A A Sheet Title I E I I G G M5TA49 BTWN FLOORS, ALIGN q I MIN 1 MI 5HEAR W/ HOLDDOWN y M5TA49 BTWN �` r�oR�� F) LAN5 FLOORS, ALIGN ----------I B d-� 5 W/ HOLDDOWN � B B M5TA49 BTWN E FLOORS, ALIGN G 7�cx��a W/ HOLDDOWN G Sheet Number UFFER 5HEAR FLANS LOWED 5HEAR FLANS 5202 3/ 1 Gil= 1 i_01I 3/ 1 Gil— 1 1_011