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APPROVED BLD ENG PLN RESUB4 BLD2021-1146+SITE & Architectural_Plan+1.19.2022_3.14.10_PM+2630103HOUSE HEIGHT GALGULAT I ON POINT 1 HE l OhT 2 5 4 5a7.a5' TOTAL 1,563.1' /. 4 = 3�0.�2' � AVE 15ASE HE16HT +25' 415.�2' � MAX HEIGHT TREE LEGEND: TREE# AGTION 51ZE ( I) T.E3.<. 2" MAP ( 2_) N5N 2" DEG (5) NEW 2" DEG (4) NEW 2" DEG (5) NEW 2" DEG ( &) N5N 2" DEG ( T) T.5.R. 6" FRUIT ( 5) T.E3.R. 4" FRUIT ( �) T.E3.<. 1511 GH i i D Del Yoga7D ADDf i flag DDo D LEGEND Opp POWER POLE OVER HEAD POWER LINE W W WATER LINE SS ss SS SEWER DRAIN LINE So SD STORM DRAIN LINE -FEE PROi (SEE DETRI MORE INFO i NUMENT D FOR FOUND EXIST NG GONGETE DRIVE A1� a" IHESTNU�TEE "TION FENCE \ 9� (E) UTILITIES, (N.G.)— (E) WATER LINE— .2 " M>AFLE TREE — TI) (T.5.<.) W EXISTIN5 STUGTUE— N NEW SETE3AG<L O GHANOE TO XISTI G STRUCTURE, �p a ------------------ ELECTRICAL (E) SIDEW L< I LIB TO (NO KHAN E) I TO G G G GAS LINE ry I PL DISTURBANCE FENCE/ �� II 5H CONSTRUCTION LIMITS I �Q NEW ROCKERY o � a oV NEW CONCRETE PAVING ('IVV I D / 6- - LiEXISTING ROCK AREA / (N G ANGE) I I I O II �) ANCI ( NO (N GHANO I / \ 151 FEAR 54 City Of Edmonds Buildina DPnartmeit- Work LARGE ADDITION AND GARAGE REPLACEMENT Address 24025 79TH PL W Owner PAN Approved Date 01/26/2022 Building Official kex�"001fr 16( Permit Number BLD2021-1146 N � v� Af✓f✓i vveu as a. i Accessory Dwelling On it EX. SSMH RIM=388.00 I I.E.=374.00 SS SS SS— //Y-,i� 99enchmar l TOP SAN. SEWER M.H. IM RIM=388.00 (ASSUME ) If this area is / replaced/modified, this area shall be // / Width of driveway paved (asphalt) fr¢m .Width shall not the drivewav to the EX. C. B. RIM=378.03 / I.E.=375.21*1 c M I SS SS SS SS I I EX. SSMH RIM=388.00 I I.E.=374.00 SS SS SS— //Y-,i� 99enchmar l TOP SAN. SEWER M.H. IM RIM=388.00 (ASSUME ) If this area is / replaced/modified, this area shall be // / Width of driveway paved (asphalt) fr¢m .Width shall not the drivewav to the EX. C. B. RIM=378.03 / I.E.=375.21*1 c M I SS SS SS SS I I 0 SIGNIFICANT EXISTING TREE CONTINUOUS CHAINLINK - FENCING POST @ MX 10' O.C. INSTALL AT LOCATION AS SHOWN ON PLANS 1. MINIMUM SIX (6) FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE OR DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCK ONLY. AVOID POST OR STAKES INTO MAJOR ROOTS. MODIFICA70NSTO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAPTO PREVENT DRYING AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. NO STOCKPILING OF MATERIALS, VEH I CU LAR TRAFFI C, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY UNDER THE SUPERVISION OF THE ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. 4. FENCING SIGNAGE AS DETAILED ABOVE MUST BE POSTED EVERY FIFTEEN (15) FEET ALONG THE FENCE. EX. C. B. RIM=378.56 W 1. E.=377.26 co Any areas where the driveway will be wider than 24' there shall be landscaping for a minimum of 5' from the property line to the new — driveway. -EXISTING GON�RETE PLANTER, T.B.R. —NEW UPPER FLOOR DEG< AREA, SEE PLANS FOR MORE INFO POINT OF D I SGHAR6E FOR GUTTER � DOWNSFOUT, AT NEW D I\/EM"( $'�FRUIT TREE 4'' FRUIT TREE ( —DOMSFOUT TIONTLINE FLOW (N) ROOF O.H. —(N) ROOF R106E �OWN��OUT � TIGHTLINE FLOW OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. CHANGE TO EX I ST I NG SILT ��OW NG' COMPOST NCB NOTE: ST UGTURTYP APPROXIMATE All disturbed areae t® be r®m ®5t LINE OF AREA��� ameinded per 2014 SWMMWW 5MP T.5.1 5. OF D I STURE3ANGE The dwelling unit and the ADU must have separate utility shut -offs. The shut -offs and electrical �panel(s) should be located in a location commonly accessible at all times to both units. EXISTING STUGTURE- N NEW SET5AG</ NO MAXIMUM DRIVEWAY SLOPE ALLOWED 14% ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate W enforcement action. TESG NOTE: ln5tall orb mairtaiin all TESG meo5ure5 ace®rdinq t® approved ploin5, Git�{ 0f Edm®I�d5 5taindard details, and al i other mea5ure5 that may be required during E Applicant Contact Information Name: -Jason Jones Address -Po Box 1064 -Marana AZ 85653 Phone:-425.200.7661 Cell Phone:-425.200.7661 Email:-jayrefing@hotmail.com Plan identification: -Chrysalis Homes Tax ID: 00393400007700 DRAWING INDEX COVER/ SITE COVER SHEET & SITE PLAN 1 FOUNDATION PLAN 2 MAIN FLOOR FRAMING PLAN 3 UPPER FLOOR FRAMING PLAN 4 UPPER FLOOR PLAN 5 ROOF FRAMING PLAN 6 PLAN SECTION & PLAN DETAILS 7 PURPOSED ELEVATIONS 8 PURPOSED ELEVATIONS LEGAL PESGRIPT ON: Ss Design COMMERCIAL & RESIDENTIAL ARCHITECTURAL DESIGN CONSTRUCTION MANAGEMENT PO BOX 1064 Marana AZ, 85653 LOT b, MATHAY'S ADDITION NO. 2, AGGORD I NO TO THE FLAT THEREOF REGORDED VOLUME la OF PLA75, PAGE 48), REGORDS OF SNOHOMISH GOUNTY, MSHINOTON. TAX 10 NUMBER: DATE REVISION 5-22-21 LAYOUT 005�5400007700 STRUCTURAL GOV ERAH (E) STRUGTURE 1,527 5.�. (r® charge) (N) STRUCTURE 1,504 5.�. (rew) (N) FRONT PORCH 25 5.�. (rem) (E) SHED 42 5.�. (r® charge) (N) YASTER DECK �� �.. (rem) (N) ADU PORCH/ ENTRY AREA 21 5.�. (rem) NEW TOTAL 3,001 5.�. NEW TOTAL 3,001 5.�. LOT SIZE NEW $ EX I STI NCB IMPERVIOUS COVERAGE: (E) STRUGTURE r henge) (N) STRUCTURE a17 5.�. (new) (E) DRIVEWAY I/00q 5.�. (in® rhenge) (N) DRIVEM"r 456 5.�. (new) (E) ROOF O.H. 434 5.�. (in® r henge) (N) ROOF O.H. ITa 5.�. (new) (N) YASTER DECK 54 5.�. (new) (E) PAVERS 50 5.�. (in® r henge) (E) PLANTER E30RDER 150 5.�. (to be removed) (N) FRONT PORGH 25 5.�. (new) (N) ADU FORGH 21 5.�. (new) (E) REAR PATIO (in® rhenge) (E) SHED 42 5.�. (in® r henge) (E) SIDEAAL< 216 5.�. (in® rhenge) (N) SIDEAALK 135 5.�. (new) NEW TOTAL 5,225 5.�. NEW TOTAL 5,225 5.�. LOT SIZE �,5a5 5.�. NEW IMPERVIOUS GOVERACE (IV/ �) I INV I VINI (N) DRIVENA"r vi I 456 �.i 5.�. I ir�vv, (new) (N) YASTER DECK 54 5.�. (new) (N) ROOF OVERHANG AREA ITS 5.�. (new) (N) FRONT PORGH 25 5.�. (new) (N) ADU FRONT PORGH 21 5.�. (new) N51DEAALK 135 5.�. (new) NEW TOTAL TAT �.. NEW TOTAL I,747 5.�. LOT SIZE �/a5 5.�. � Ia.2% APPROVED BY PLANNING Jan 25 2022 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. Zone _-- RS-8 Corner Flag Setbacks: Required Proposed Front N 25 28.25 Sides W/E : 7.5/7.5 : ; 7.5+/18 Rear S 15 15 Other --------- ------- 25 22.25 Height ENGINEERING DIVISION APPROVED AS NOTED 01 /26/2022 RESUB Jan 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 CIO rn o O Ld o 0 -c o (� M O LOo N N Q V Q2 Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021 Sheet SITE new I 1O 5/8" ALL -THREAD FOR HTff5 ABOVE, SEE DETAIL G O2 5/8" ALL -THREAD FOR Hf F5 ABOVE, SEE DETAIL H O3 PAB5 FOR HTT5 ABOVE, ISEE DETAIL I ® SSTB20 FOR HTT5 ABO�E, SEE DETAIL J I II O5 PROVIDE CONTINUOUS IFOOTING & STEM WALL FOR SHEAR WALL ABOVE I I I I I I I I II I II I I II __ __ ___ I I r k -� II III II II I...•I �.�'.` ::: III I I I I I •• L I LI � .. 36" 36" ° d A °e a e IIIIIIIIIIIIIIIIIIIII °n ° opt: EXPANSION JOINT THICKENED PATIO AT ALL HOUSE/ PATIO LOCATIONS DRY STUBBED REBAR PER PLAN PATIO/ DRIVEWAY/ CONCRETE DRY STUBBED REBAR PER PLAN PAD PER PLAN, TYP #4 CONT. REBAR, TYP FINISH GRADE 4 ° C r0UN1)AT1Oil I�ETAI� A A J J H I— Fr N _ 1 = A No 1 60"x54" GONGRE' _ I I 1 - - - - - - I STOOP v / SLOPE 11 ITO FRO T YARD G - 1 _ m I LL :: I i'-3" 1 IS'-2° ' I i I o I I .., I � � I I C4 7--� _ a° e IIII III III III III III III ° e lull lull lull °e IIIIIIIIIIIIIIIIIIIIII IIL,�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,II�II II B r-OU�InAT 1 Oil I�FTA I L. _ Scale. /4 -1 O I I CONCRETE NOTE: 4= " STUB #4 BARS OUT 18" INTO CONCRETE AT 48" o.c. TYP 1R" AT ALL SLABS Ll p4ra J Q 60"x54" CONCRETT((S[JfZF=AnF STOOP m STOOP w/ SLOPECONCRETE / COMPACTED TO FRONT YARD w/ iSRAOIJAL --------------------------------------- (E) SLAB ON GRAye 4" CONCRETE SLAB w 6 _ o/ COMPACTED FILL 4 I II II S Q2 � . :HTT5 7:: : . _ . II .....: I III I I I I -I a 42" :III ...... I LINE OF (E) GARAGE _ FOUNDATION WALL'S C hI BHT' 5 4 5 TO BE POURED OVER I 1- - I HTT5 L I - - - - � II I �TT5 3 5 O SPREAD FOOTING SCHEDULE # I WIDTH I DEPTH I REINFORCEMENT 18 1' - 6" 1p" (2) # 4 EACH WAY 24 2'- 0" 110" (3) # 4 EACH WAY 30 2'- 6" 0" (3) # 4 EACH WAY 36 3'- 0" 10" (4) # 4 EACH WAY 42 T- 6" J 2" (5) # 4 EACH WAY NOTE: PROVIDE (4) # 4 MIN. EXISTING TO NEW FOUNDATIOI` W/ 4" MIN. EMtEDM ENT. EPDXY GROUT W/ SET-XP EPDXY PER MrNUFACTURERS RECOMMENDATIONS I I I I I (2) x _ HF # 21STUDF6-_q-- HTT5 H❑LD❑WN 0 ALL —THREAD I SET—XP EPDXY GRMUT PER MANUFACTURERS 1 REC❑MMENDATI❑NSI RIM J❑IST W/ S❑LID BL❑CKING / r SILL PLATE d A. ° p' d w � d ' DETAIL_ G (N) SLAB ON GRAVE 4" CONCRETE SLAB -S o/ COMPACTED FILL 2 -4 3'-34" ,R.O. 6x6 P.T. 30" POSTS ----� STHD14 r _ LJ T G _ n SLAB CRACK CONTROL, #3 REBAR AP AT 36" oz. MIN. ADDITIONALLY AS DIRECTED BY OWNER SUCH AS FIBER MESH, bxb or 10/10 W.W.M. #3 REBAR AT AT 12" o.a. CONTROL JOINT ETC. (N) GARAGE o 4 CONCRETE SLAB o/ GOMPA FILL _ o ~ PE TO EAD To GARAGE DOORS F pIons to contain a thermal break of,R5 Is to be _ installed between the rage floor slab and G conditioned space walrat back of garage. Refer to 201a W5EG Table R402.1.1 footnote G. w/ "0" SLOPE I6'-II�" — IF-1 C L-7 - -- 5.44.. (2) 2 x _ HF # 2 STUDS HTT5 H❑LD❑WN %# 0 ALL -THREAD SET-XP EPDXY GROUT PER MANUFACTURERS REC❑MMENDf P,T, SILL PLATE l A d < � a a a DETAIL_ H DETAIL- I mQQ .0 IY N GENERAL FOUNDATION NOTES - FOUNDATION CONTRACTOR AND FIELD SUPERINTENDENT SHALL VERIFY THE LOCATION AND 5PAGING OF ANCHOR BOLTS AND HOLDOWN5 PRIOR TO POURING FOUNDATION REFER TO 5HEARWALL SCHEDULE AND ENGINEERING NOTES - ALL PO ARE 4x4 D.F. #2 OR 4xb ® BEAM SP UNLE TED OTHERWI5E. PROVIDE P SITIVE CONNECTION TO BEAMS AND FOOTING5. PROVIDE I" AIRSPACE OR 30# FELT BETWEEN BEAMS, POSTS AND'CONCRETE PADS. - I psf ASSUMED IL BEARING PRESSURE FOR FAO TI 5. - #4 RE -BAR STUB STEEL ® ALL FLAT WORK LOCATIONS CAN BE INSTALLED AFTER FOOTINC75 ARE POURED INSURE b"min. EMBEDMENT IN FOOTING AND EPDXY IN PLACE. - INSTALL bmil POLYETHYLENE OR V15QUEEN VAPOR BARRIER THROUGHOUT CRAWL SPACES OVER EXP05ED GRADE. LAP EDGE5 12"min. ® SEAMS AND OVER INTERIOR/PERIMETER FOOTINGS. - HOLDOWN HARDAARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION - STEP FOOTING PER SITE CONDITIONS. CONFIRM WITH SUPERINTENDENT ALL CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. - PERIMETER DRAINAGE: PROVIDE CONTINUOUS 4" or 6" (CONFIRM w/ JURISDICTION) PERFORATED PERIMETER DRAIN IN GRANULAR FILL w/ FILTER FABRIC, OVER FILL, ADJACENT TO FOOTING. REFER TO FOOTING DETAILS. -.STORM DRAINAGE/DOWNSPOUT: PROVIDE 4" TIGHT DRAIN LINE REFER TO ROOF FRAMING AND FND. PLAN FOR DOWNSPOUT LOCATIONS. RUN TIGHT LINE TO DEVELOPMENT STORM WATER SYSTEM. - 05 = DOWN SPOUT STUB OUT VERIFY w/ ROOF PLAN. - CV = CAST IN PLACE FOUNDATION VENT. INDICATES BEARING WALL ABOVE ®IbNa" FOUNDATION VENT INSTALL IN RIM (TYP.) --- = LINE OF WALL5 ABOVE D.5. = DOWNSPOUT LOCATION ❑ CONNECT TO PERIMETER DRAIN GENERAL PLUMBING NOTES - FOUNDATION CONTRACTOR AND FIELD SUPERINTENDENT SHALL VERIFY THE LOCATION AND 5PAGING OF PLUMBING FIXTURES AND ALL PLUMBING LINES 4 DRAINS POURING FOUNDATION REFER TO FLOOR PLAN AND NOTES. - (E) = EXISTING - (N) = NEW - - - - - - = HOT WATER LINE GOLD WATER LINE = WASTE L I NE - = WA15T CONNECTION - T T = HOT AND GOLD VALVE - o = PLUMBING VENTS, PER 51ZE OF LINE ASSUMED: 1/2" 0 ANCHOR BOLTS (a, 5'-0" O.C. U.N.O (FIELD VERIFY (� EXISTING) TE: USE 5/8" 0 ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS (i 5'-0" O.C. U.N.O. (NEW CONSTRUCTION ONLY) L-------------------------------------------- J STHD14 LJ (2) 2 x 6 HF # 2 (2) 2 x _ HF # 2 STUDS HTT5 H❑LD❑WN HTT5 H❑LD❑WN�F=_Ll SSTB20 PAB5 da . a I-III-1I z III —III I- bxb P.T. POSTS J's Design COMMERCIAL & RESIDENTIAL ARCHITECTURAL DESIGN - CONCRETE SLAB PER DETAIL - REBAR PER DETAIL - GRADE PER PLAN - (2) #4 CONTINUOUS REBAR, ONE AT EACH 51DE IIIIIIIIIIIIII IIIIIIIIIII ° IIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIII e ° °e Qe °e IIIIIIIIIIII�III�—'' (2) # 4 TOP e II -1111111111111111111111j11111�1111111111111 I' # 4 @ 16" O.C. CENTER IN WALL, ALT, BENDS n OUNOAT10N OETAIL Scala: 1"=1'-O" P.T. SILL PLATE Q # 4 @ 10" ❑,C, STEMWALL (2) # 4 CONT. a F❑❑TING DRAIN d d d 4 a d d d 8 • F❑❑TING a C d CLEAR DETAIL_ J DETAIL_ A CONSTRUCTION MANAGEMENT PO Box 1064 MARANA AZ, 85653 DATE I REVISION 5-25-21 LAYOUT 7-2-21 LAYOUT 7-3-21 LAYOUT 7-4-21 LAYOUT 7-9-21 LAYOUT 7-10-21 LAYOUT 7-11-21 LAYOUT 7-12-21 LAYOUT 8-18-21 LAYOUT 12-20-21 REV —PLAN 12-21-21 REV —PLAN ' L O O O cz Q QLij Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021 P @ 8'-O" LL TO SIT USH w/ 0- M�__fr�umz I __ � Froal ING (E) CEILING 3" STEAL BOLLARD (44" TALL) IS" EMBEDMENT GARAGE CONCRETE FLOOR e. opt : 5ALLARI;) SETA !'2"'= I' oil LO _ LINE_bF_UPPER_GA_B'S 14" SHELVES =LIINE v = _ O OF BASE GAB'S 5 ry ° Q QQ PANTRY 5 5 FINAL KITCHEN L YOUT q'-I" CEILING ETAI 5, TYP GPIBINET o KITCHEN F1�o � I q'-I" CEILING 12" BENCH I> C1 7 chn ENTRY IU mwQ L o o w £ O J I' -I" CEILING 212'-8 °o O 60"x5411 mN v LANDING? LU - --- i NI NG AREA LU LU CEILING LINE OF SETBACK LINE, SEE SITE PLAN FOR. MORE INFO, TYR The closet containingt* clothes dryer shall have on opening witotI area of no less than 100 scpore inches to a commodote make up air. Or makeup air shal be provided in another approved v4oyJ 2015 IMG 504.E 56" HALF WALL or OPEN RAIL PER OW I TOP @ UN�7R1 m q' I' CEILING 2010 FIX TOP '@� -O =Kv (5.G.) t 6,) HTT5 1 BALLOON 'F ME STAIR NUNDER14L O O x) ROOF AB '. x ' 5650 SLD Ory 0O tti Kv I� O cD � O O Uj Q TOP @ z- 7 — — — I' -Ilan 41 11 I 4--0n =uv I I I I i I I I I I I SHEAR WALL SCHEDULE (SEE ANSI / AWC SDPWS-2015 Table 4.3A & Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12" o.c. along intermediate framing members. SW-6 v = 350 plf 7/16" OSB, w/ 8d (0.131" O) common nails @ 6" o.c. Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (common) @ 4" o.c. SW-4 v = 560 plf 7/16" OSB, w/ 8d (0.131" O) common nails @ 4" o.c. Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (common) @ 3" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges SW-3 =715 plf 7/16" OSB, w/ 8d (0.131" O) common nails @ 3" o.c. Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (common) @ 2" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head, a shank diameter of 0.131 ", and a minimum penetration of 1.375". From Table 4.3A use 15/32; 8d values with a 0.93 SHI reduction for Hem -Fir & 1.4 increase for wind. 0� 7 ( OOGMD � \ j sn 0-11 A M. ► A - q'-I"/CEILING ... ... ... ... "�vfFiD1 48" ZERO CLEARANCE REAR VENT GAS FIREPLACE w/ TV ABOVE, PER OWNER'S SPECS tL 8 CONTRACTOR, TYP �) W ,Z Q�Op 9 1 1 —19 O ADD (2) CS16 BEAM TO WALL TOP PLATE O PROVIDE CONTINUOUS TIMBERSTRAND BLOCKING, SEE DETAIL E O3 ADD CS16 ABOVE & BELOW OPENING FOR PUNCTURED SHEAR WALL, SEE DETAIL D O4 ADD CS16 BLOCKING TO DOOR HEADER, SEE DETAIL F O5 HTT5, SEE DETAIL G 0 HTT5, SEE DETAIL H O7 HTT5, SEE DETAIL I ® HTT5, SEE DETAIL J MAIN GENERAL NOTES: NOTE: ALL EXTERIOR WALLS TO BE SW-6 U.N.O. J' s Design -TYPICAL EXTERIOR WALL CONSTRUCTION: MAIN FLOOR SHEAR WALLS SIDING PER PLAN o/ HOUSE WRAP PER IRG. SECTION R703 GORE. COMMERCIAL o/ '74b" 055 PLYWOOD SHEATHING &, RESIDENTIAL o/ 2x6 H.F. #2 STUDS @ I6 o.c. w/ R-21(min.) BATT INSULATION w/ ARCHITECTURAL VAPOR RETARDER PER R102.1 DESIGN (UNLESS NOTED OTHERWISE) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 H.F. #2 STUDS @ 16"o.c. 2x6 H.F. #2 STUDS @ 16"o.c. AT BEARING WALLS CONSTRUCTION 5UPPORTIN6 TWO FLOORS AND ROOF MANAGEMENT LOADS, V2" GYP. BOARD EACH SIDE. (TYPICAL UNLESS NOTED OTHERWISE) - STANDARD PLATE HEIGHT 15 PER ELEVATIONS PO BOX 1064 UNLESS NOTED OTHERWISE ON PLANS. - STANDARD HEADER HEIGHT 15 PER MARANA AZ, 85653 ELEVATIONS UNLE55 NOTED OTHERWISE - STANDARD HEADER 51ZE 15 PER ENGINEER OF RECORD, # REMAINDER OF SPACE TO BE FILLED w/ RIGID INSULATION AT A MIN. OF R-10, AT ALL EXT. WALL5 PER W5EC R402.1.1. - PROVIDE MULTIPLE 5TUD5 IN WALL AT POINT LOADS PER PLAN AND AS REQUIRED. AL VERIFY LOAD TRANSFER TO FOUNDATION. to sM� �^ - INTERIOR HANDRAILS AND HALF WALLS TO 5 Qo ���� BE 36 H(mjn.) MEASURED TO TOP. STAIR O `� HANDRAILS SHALL BE A MINIMUM OF 34" b+b b+,� _ ABOVE STAIRS NOSING W AT LEAST ONE BEING CONTINUOUS. INSTALL PER 2� Q DETAIL AND 2015 IRG SECTION 1012 ® f - ALL WINDOW SIZES ARE SHOWN NOMINAL. -45% EFFICIENT YORK INTEGRATED ,FORGED AIR SYSTEM -�,NHOLE HOUSE VENTILATION 5HALL,/' AIR SYSTEM ACTEP CORD NH, THE G i E H M150i.3.5 THE SYSTEM SHALL OPPERATE INTERMITTENTLY FOR 1.5 HOURS DURING EACH 4 HOUR CYCLE IN ACCORDANCE w/ TABLES M150i.3.3(I) B M150i.3.3(2) -THE AIR INLET DUCT SHALL BE DESIGNED TO HAVE A FLOW RATE OF 200 cfm's DURING THE OPERATING CYCLES LISTED ABOVE, TYP. -FURNACE SHALL BE 30K BTU COURTYARD w/ PAVERS — — — — 3068 ENTRY DOOR TOP @ -5" WIo U) 60"x5 4 . GO DI T E STHD14 GARAGE DOOR TO BE SOLID GORE WOOD DOOR, or BE A 1-5/e"x SOLID HONEYCOMB - STHD14 STEEL, or A 20 MIN. DOOR w/ SELF CLOSING DEVIGF_, TYP - GMD Qro A heat detector shall be provided in a ch n w v Q - attached garage. The heat detector shall be Interconnected with the other Smoke arr��d GO \ / W ICI alarms in the dwelling so that the activdation of one alarm will activate the other intercoonnected O �� � rA alarms. Add a heat detector to the ga age and \ note the Interconnection on the lease / Q ILA LL OI O plans. refer to IRC2018 R314.2.3 for more d tails. " LU � I JG�R�G�LU \ / 4" GONG. SLAB FLO R \ / Q w Q SLOPE- FLOOR TO O� DOOR _ / \ w 0 3" STEEL BOLLARD FOR THE PROTECTION OF HVAC 4 MECHANICALEGUI p SEE DETAIL Lu z z FORMORE INFOENT, , PROVIDE (1) LAYER 1/2" GWB A�ONG *LL GARAGE SIDES 8 (1) LAYER 5/ " G REQUIRED ON GARAGE CEILINUNI7R \ \ j SHEE- HABITABLE ROOMS / SPACE. 1 PER IRG SECTION T302.6. 1-05T5 w/ POSITIVE Q. Q CONNECTION, SEE 15 FOR MORE INFO, TYP N STHD14 2'45�" 2'46�" [ 2'4�" [ 2'_5�n 16d @ 16' O.C. SHEAR WALL EDGE NAILING RIM JOIST LOCATE SHEATHING JOINT @ COMMON MEMBER IS'-6" HD14 VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER. - PRE MANUFACTURED FIREPLACES MUST BE INSTALLED PER MANUFACTURER 5PEC'5 m $ CONFORM TO APPLICABLE 2016 IRG CODES CHAPTER 1002.1 AND 1004.1 - FIREBLOGK ALL PLUMBING PENETRATIONS. - SAFETY GLAZING AS PER 2018 IRG 308 - ALL WOOD IN CONTACT W/ CONCRETE TO BE PRE55URE TREATED. N - EACH DWELLING UNITE 15 REQUIRED TO in PROVIDE WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. - ALL EXTERIOR HEADERS TO BE INSULATED WITH R-10 INSULATION, AS PER WSEC TABLE R402:1.I, TYP -�MEGHAKIGAL NOTES: (IF A HOT WATER TANK IS USED, IT SHALL WITH THE BELO COMPLY WP) , TY �- STEEL H.W.T. TO COMPLY WITH A5HRAE 40A-80 $ LABELED. -TO BE EQUIPPED WITH A PRESSURE -RELIEF LINE PLUMBED TO 0.5. 8 SEISMIC STRAPS FOR HORIZONTAL FORGES. - INSULATE H.W.T. WITH R-16 WRAP 8 51T ON R-10 RIDGED WHEN PLACED ON CONCRETE. - H.V.A.G. ABOVE FLOOR DUCTING TO BE 26 GAUGE. - H.V.A.G. UNIT TO COMPLY WITH THE W.5.E.G. DATE REVISION 8 LABELED WITH A PERFORMANCE RATING. - ALL PILOTS, BURNERS AND SWITCHES TO 5-25-21 LAYOUT BE IS" A.F.F. STOP OR BOLLARD WHEN LOCATED IN GARAGE. 7-2-21 LAYOUT O O - DIMENSION LINES ARE TO FACE OF STUD U.N.O. 7-3-21 LAYOUT cv - SEE FOUNDATION PLAN FOR HOLDOWN 7_4-21 LAYOUT — LOCATION. - SEE BLDG. SECTIONS AND ELEVATIONS 7-9-21 LAYOUT FOR PLATE HEIGHTS. 7-10-2 1 LAYOUT - PLANS OVER RIDE ALL PRE -GUT DIM'5. 7-11-21 LAYOUT B INDICATE LOG. OF POSTED LOAD (TYP.) (2) STUDS LAMINATED TOGETHER w/ I6d 7-12-21 LAYOUT @ 12" o.c. 8 2 - 16d EACH END TYP. H.H. 8-18-2 1 LAYOUT INDICATES IIOV SMOKE DETECTOR �5vINTERCONNECTED W BATTERY BACKUP 12-20-21 REV -PLAN Qe INDICATES IIOV CARBON MONOXIDE DET. 12-21-21 REV -PLAN Grm INTERCONNECTED w/ BATTERY BACKUP OV.T.O. INDICATES 50 GFM FAN VENT TO EXT. OWTO INDICATES 200 GFM KITCHEN VENT TO EXT. ly ® INDICATES INTERIOR BEARING WALL O O �N � O C 63 MAIN r-LOOR FLAN "=1'-0" i TJI J❑IST, TYP, 1 3/4 LSL BL❑CKING W/ HUS1,81/10 ► HANGER EACH END ► I (1) CS16 STRAP FROM ► ABOVE DETAT I i4 " mn., 2" mx. dio. HANDRAIL GONTIN. RETURN ENDS TO WALL PER IRG R-511.5.6 I i8" PLYWOOD TREADS FLOOR SHEATHING FLOOR SHEATHING TIMBERSTRAND BL❑CKING (1) A35 PER BLOCK (3) 8d TOE NAILS PER BLOCK SHEAR WALL PER PLAN GENERAL LOFT FRAMING NOTES: INDICATES FLOOR BEAMS PER PLAN. - PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS. - PROVIDE AN ADDITIONAL J015T OR SOLID BLOCKING BELOW WALLS ABOVE AS NEEDED. - FIRE BLOCK AT ALL PLUMBING PENETRATIONS - TYPICAL FLOOR CONSTRUCTION: 5/4" T46 PLYWOOD SUBFLOOR GLUED AND SCREWED o/ FLOOR TRUSSES PER PLAN w/ R-58 BATT INSULATION w/ VAPOR BARRIER (UNLESS NOTED OTHERWISE) - STRAP TIES TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND I!/2" FROM CORNERS. STRAPS THAT ARE EQUAL TO OR BETTER THAN THOSE GALLED OUT MAY BE USED UPON APPROVAL OF SUPERINTENDENT. - USE SIMPSON J015T HANGER LU5 OR EQUAL WHERE REQUIRED, UNLE55 NOTED OTHERWISE. - ALL HEADERS TO BE (2)2x12 D.F. #2 NAILED PER ENGINEER, UNLE55 NOTED OTHERWISE ON PLAN. - FRAME NAILING TO BE IN COMPLIANCE WITH 2O18 IRG PER FASTENER SCHEDULE. INDICATES BEARING WALL ABOVE (OR BELOW) DETAILE Q�= POINT LOAD LOCATION (FROM ABOVE) o = "P" or PLUMBING DROP5 ------ = LINE OF AALL5 ABOVE DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF DECK DL = 10 PSF LL = 60 PSF (2) ROWS OF SDS_-_&CREWS JOISTS: 11 7/8" TJI 360 (aD_ 16" O.C. FJ1: 11 7/8" 360 @ 12" O.C. NOTE: PROVIDE ITS HANGERS @ ALL FLUSH FRAMED ENDS DECK JOISTS: 2 x 10 P.T. (d-) 16" O.C. NOTE: PROVIDE LUS28 HANGERS as ALL FLUSH FRAMED ENDS HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE (1-) 2 X _ TRIMMER @ ALL HEADERS U.N.O H5: 5 1/8 x 16 1/2 GLB (24F-V4) @ ALL BEAMS U.N.O. B1: 51/8 x 12 P.T. GLB (24F-V4) 132: 51/8 x 15 GLB (24F-V4) 133: 5 1/4 x 11 7/8 LSL 134: 3 1/2 x 11 7/8 LSL 135: 6 3/4 x 22 1/2 GLB (24F-V4) 136: 3 1/2 x 16 PSL 137: 1 3/4 x 11 7/8 LSL 138: 4x6DF#2 COLUMNS: Cl: (2)2x6HF#2 C2: 6 x 6 P.T. W/ CCQ66 & CBSQ66 Cl (3)2x6HF#2 C4: (5)2x4HF#2 C5: 6 x 8 DF # 2 W/ (2) HTS20 BEAM TO POST C6: 4 x 4 P.T. W/ AC4 & ABU44 HANGERS: HGR1: HU612 (MAX.) HGR2: HU412 HGR3: HGU7.00-SDS HGR4: HUC46 NOTE: PROVIDE (2) ROWS OF 1/4" x 41/2" SDS SCREWS @ 16" O.C. LEDGER TO RIM AT ALL DECK LEDGER CONNECTIONS 57HIK1^IATS ` DTT2Z, (2) REQ'D PER )RE RISERS ryj� EACH SIDE OF EACH FIRE STOP STRINGER D ---CKNOTE: PROVIDE SOLID FRAMING US26 HANGS , ty p IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE 5T SECT O DETAIL 1 5G0Ie: %2" = 1'-0" J's Design COMMERCIAL 8, RESIDENTIAL ARCHITECTURAL DESIGN CONSTRUCTION MANAGEMENT PO Box 1064 MARANA AZ, 85653 DATE I REVISION 5-25-21 LAYOUT 7-2-21 LAYOUT 7-3-21 LAYOUT 7-4-21 LAYOUT 7-9-21 LAYOUT 7-10-21 LAYOUT 7-11-21 LAYOUT 7-12-21 LAYOUT 8-18-21 LAYOUT 12-20-21 REV -PLAN 12-21-21 REV -PLAN L Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021 Sheet of 3 new UPPER r- .00R FRAM I N6 FLAN, %4"=1'-0" I (V n O O �t O1 SHEATH TRUSS, PIER SW-4, L = 6', SEE DETAIL B O2 CS16 TO WALL BELOW 0 CS16 TO BEAM BLOW O CS16 TO HEADE14 BELOW O CS16 TO BLOCKY G BELOW, SEE DETAIL C © ADD CS16 ABOVI & BELOW OPENING FOR PUNCTURED SHIAR WALL, SEE DETAIL D III I I I EXISTING WINDOWS, NO CHANGE I Iv I I I (a)TYP I �� 3 I (V R001=T019I DECK AREA WATERPROOF DEGKINO w/ opt: VAULTED CEILIN 12070 (4) PANE G.D. w/ (2) CENTER P A NEL5 OPERABLE (SAFETY GLAZI ) TOF LINE I:PF 5ETBAGK LINE, SEE ITE PLAN FOR MO INFO. TYP NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. UPPER FLOOR SHEAR WALLS Q J LINE OF opt: 'L VAULT F NEW DOOR INTO L OPEN TO COURTYARD BELOW 10'-4" X� x cMD�0 m 0 _ O o ti - 3 SIM. w/C LOFT AREA OSMD�° VAULTED CE ILING m w O 42 O" in Q SH R V.T.O. Q� f4 0 �1z� o 155e, " H LF A L w 3 C O �N� N GAB o aRS LINE OF o. R, ;, N GAB - VAULT I ' 22 0" ATTIC Sip I CCES 1 Zz � I z - 5- m 0 I ry v.r.o. rA CABINET LAYOUT j PER OWNER aeeflo BATH y ° ' GUEST BEDROOM I VAULTED GEILI ry • BATH r VAULTED CEILINo ®� LIED CEILING G CABINET L YOUT � �/ OV.T.O. PER OWNER N c� o I r- om°Q I _ TANDING TUB �Q� _ Q Q N I 5b" C. OF r- IL cV (L I S > UGET T.B.D.) CO I x14 QO_ QO ,L 1fir �, NIr O0 Dew O0 v It CL 2'-10�° 3'-a 61_I I�w 5'-I 2 _5Y 4'-3 I2 I _413 -5„ M. W.I.G. " VAULTED CEILING C I- LAR �E ROD 8 LINE OF opt: VAULT RIDGE M. 5WROOM VAULTED CEILING 55'i i = Qa^ � r in oIo u fl)d� to w 4'-O" B \TYP 3 5/4" CEDAR GRADUAL SL AWAY FROM THE STRUCTU 41-011 UPPER GENERAL NOTES: - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ I5# FELT OR TYVEK HOUSE WRAP o/'i6" 05B PLYWOOD SHEATHING o/ 2xb H.F. #2 STUDS @ Ib"o.c. w/ R-2I(min.) BATT INSULATION w/ V.B. (UNLESS NOTED OTHERWISE) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 H.F. #2 STUDS @ I6"o.c. 2x6 H.F. #2 STUDS @ I6"o.c. - STANDARD PLATE HEIGHT 15 PER ELEVATIONS TYP. - STANDARD HEADER HEIGHT 15 PER ELEVATIONS TYP. - STANDARD HEADER SIZE TO BE 4x6 H.F. #2 OR PER UPPER FLOOR FRAMING PLAN. - PROVIDE MULTIPLE 5TUD5 IN WALL AT POINT LOADS PER PLAN AND AS REQUIRED. VERIFY LOAD TRANSFER TO FOUNDATION. - INTERIOR HANDRAIL5 AND HALF WALLS TO BE 56"H(min) MEASURED TO TOP. STAIR HANDRAILS SHALL BE A MINIMUM OF 54" ABOVE STAIR N051NG w/ AT LEAST ONE BEING CONTINUOUS. INSTALL PER 2018 IRG. - ALL WINDOW SIZES ARE SHOWN NOMINAL. VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER. - PRE MANUFACTURED FIREPLACES MUST BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND CONFORM `9 TO APPLICABLE 2018 IRG. - FIREBLOCK ALL PLUMBING PENETRATIONS. - SAFETY GLAZING AS PER 2018 IRG, FENESTRATION 15 AVAILABLE UPON REQUEST, ALL GLAZING TO BE NFRG LABELED, TYP. SIDE'S OPERABLE 12036 PE ORABLE A - - ALL WW/ WOOD IN CONTACT CONCRETE TO BE PRE55URE roP�7'-o ' TREATED. 'SAFETY GLAZIN(5) m - DIMENSION LINES ARE TO FACE OF STUD U.N.O. - SEE FOUNDATION PLAN FOR HOLDOWN LOCATION. - SEE BLDG. SECTIONS AND ELEVATIONS FOR PLATE HEIGHTS. IS INDICATE LOG. OF P05TED LOAD (TYP) (2) STUDS LAMINATED TOGETHER w/ Ibd @ 12" ox.. 8 2 - Ibd EACH END TYP. H.H. O e INDICATES IIOV 5MOKE DETECTOR sa INTERCONNECTED w/ BATTERY BACKUP (eGINDICATES CARBON D MONOXIDE DETECTOR OV.T.O. INDICATES 50 GFM FAN VENT TO EXTERIOR _ ® INDICATES INTERIOR BEARING WALL O m n g070 (5) PANEL 5.6.D. w/ CENTER PANEL OPERABLE TO 7T0" (5AFETY GLAZIN(9) TYP 2 w IL W J's Design COMMERCIAL 8, RESIDENTIAL ARCHITECTURAL DESIGN CONSTRUCTION MANAGEMENT PO Box 1064 MARANA AZ, 85653 Ar4A4A FA DATE REVISION 5-25-21 LAYOUT 7-2-21 LAYOUT 7-3-21 LAYOUT 7-4-21 LAYOUT 7-9-21 LAYOUT WIND❑W / D❑❑R7-10-21 LAYOUT HEADER 7-11-21 LAYOUT 7-12-21 LAYOUT 8-18-21 LAYOUT WIND❑W / 12-20-21 REV -PLAN DOOR 12-21-21 REV -PLAN FRAMING r^ ADD CS16 STRAP FULL WIDTH OF SHEAR WALL W PLUS 16" END LENGTH, TYP, i O PR❑VIDE = N 2 x _ BL❑CKING ,Q BEHIND ' CS16 Q STRAP, � TYP. Cn N� �:% O z Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021 ri;Jimi2i IWUI lib" PLYWOOD SHEATHING NAILED PER ENGINEERING NAILING PER - ENGINEERING (5) 2.75" VENTED BLOCKING BETWEEN EACH TRUSS I -� EXISTING ROOF FRAMING AREA, NO CHANGE I I I tEEIFAB TE 55E5D C. R MFG (RE TRUS LIN IOF SETBACK LINE, TAIL "F 5E4 SITE PLAN FOR 1 MORIE INFO, TYP II i 1 II II I II I II I II I II I II I II I II I II I I - II I G II I �L==== I — I I I 1 TRUSSES PER PLAN 8d (01131) @ 6" ❑.C. ROOF I SHEATHING I i I VENDED BL❑CKING I H1 @1 24" D.C. TAiI A I 21-411 ROOF VENT REQUIREMENT THE OPENINGS SHALL PROVIDE I Sq. Ft. OF VENTABLE AREA PER 500 50. FT. OF THE SPACE VENTILATED, PROVIDED 50 PERCENT OF THE REQ'ED OPENING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE or CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. A MINIMUM OF I" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. TOTAL ROOF AREA (5cL. Ft.): q35 50REENED VENT AREA (5c[. Ft. W/ AREA REDUCTION): 0.55 REQUIRED AREA (TOTAL 5cL. Ft. / 2): 467.5 REQUIRED ROOF AREA DIVIDED BY 500 1.556 REQUIRED ROOF VENTS: REQUIRED AREA DIVIDED BY ROOF VENT AREA 4.45 TOTAL VENTS REQUIRED (ROUNDED UP): 5 REO'ED, 6 SHOWN ASSUMED LAYOUT OF EXISTING ROOF FRAMING, NO CHANGE --- ---— ---I_T_ III r ' 3'-O' I BA SPAN 1 OVERH NG L r 4:1 i ® 111L I r - ll1 � Ov m (0: 121kI L QwtC o iyR�� N I d�cv JIL r L 4-1- P655 PER MF6 9 r' 9 r -I I N5UL. (CARDBOARD) 1 BAFFLE (PROVIDE I" AIR SPACE) ROOF PER PLAN 51MP50N HI SEISMIC CLIP ® 24" O.G. U.N.O. NAILING PER NOTE: ENGINEERING OVERHANG AND ROOF PITCH PER PLAN � ROOF EVE SIM II � II II III II II BETAIE B 0 Xu PRE-F AUL D i1� 4"x4" TRU55 24" . PER ill FG (SEE T DE IL "G") 2"x O' IN. TTI E55 SUL T IN. R-3 WE k7 HE R STRIP ■ 4"x4" 8d (0,131)@ 6" PkF SHEATHING TOP CORD PER TRUSS MFG, TYP HEAL II4 12 TRAILS PER TRU55 MFG, TYP UPPER FLOOR ROOFTOP DECK AREA I/4'R-O"55 S5MANUFACTURER 1RA VERIFY II4 12 MASTER BEDROOM AREA I/4'R-O"BTRU55 ;) 1 A 1RAR TO VERIFY SHEATH TRUSS PER SW-4, PR❑VIDE INTERMEDIATE FRAMING AS REQUIRED 8d (0,131) @ 4" D.C. 8d (0,131) @ 4" D.C. 2 x AS REQUIRED SHEAR WALL PER PLAN TOP CORD PER TRU55 MFG,TYP HEAL HEIGHT PER TRU55 MFG, TYP TRAILS PER TRU55 MFG, TYP UPPER FLOOR I 12" SOLAR TUBES AT MASTER CLOSET, LOCATIONS PER CONTRACTOR, TYR Illllil�illll� opt: 2x OUTRIGGERS AT 48" o.a. FOR EXTENDED GABLE, "or" PER TRUSS MFG, TYP ROOF CONSTRUCTION ASPHALTIC COMPOSITION J' s Design o/ IS# INTERWOVEN FELT (COMP) o/'74b" 0.5.5. SHEATHING o/ ROOF FRAMING PER PLAN COMMERCIAL PVA PAINT VAPORTION 5H ELD FAINT BARRIER & RESIDENTIAL (R-55min. INSULATION ® VAULTED CEILINGS) ARCHITECTURAL NOTE: ALL HIPS, RIDGES AND VALLEYS DESIGN AT OVERFRAMING TO BE D.F. #2 a MATERIAL w/ RAFTERS TO BE 2x8 H.F. #2 @ 24"o.c. \ (TYPICAL WHERE NOTED) CONSTRUCTION NOTE: ALL HEADERS ARE TO MANAGEMENT BE (2) 2x12 U.N.O. NOTE: ALL OVERHANGS ARE TO BE I6". GABLED ENDS TO BE PO BOX 1064 12". UNLESS NOTED OTHERWISE) MARANA AZ, 85653 ROOF VENT (.35 5c[. Ft. NET FREE AREA) = GUT -OUT TO ALLOW FOR FAN VENTING (1"x1" WHOLE HOUSE VENT - 6"xb" EXHAUST FAN) D.S. = DOWNSPOUT LOCATION TRUSS NOTES - TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY TRU55 MANUFACTURER PRIOR TO CONSTRUCTION. ALL CHANGES AND OR ADDITIONS TO THI5 PLAN MUST BE SUBMITTED AND APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. - SHOP DRAWINC75 BEARING THE STAMP OF REC715TERED ENGINEER SHALL BE SUBMITTED TO DPD INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. - FINAL TRU55 DESIGN 5HALL BE PREPARED BY AN LICENSED WA5HINGTON STATE ENGINEER AND BE FABRICATED ONLY FROM PREPARED ENGINEER DRAWINGS. - TRUSSES SHALL BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRU55 FABRICATORS COUNCIL. - NON -BEARING WALL5 SHOULD BE HELD DOWN FROM THE TRU55 BOTTOM CORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CORD WILL NOT BEAR ON THE WALL. FASTENER BY MFG. - ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALL5 50 AS TO FORM AN INTEGRAL PART OF THE WHOLE ROOF. TRUSSES SHALL HAVE JOINT5 WELL FITTED AND SHALL HAVE ALL THE TEN51ON MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. 31 -0 " DESIGN LOADS: OVERHANG ROOF DL = 15 PSF G LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE (2) 2 XNDTE: PROVIDE (2)2 X POST&ALL HIP MASTERSHIP MASTERS & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE(1)2 X _ TRIMMER X _ TRIMMER @ ALL HEADERS U.N.O H1: 4x10DF#2 DATE I REVISION 5-25-21 LAYOUT 7-2-21 LAYOUT 7-3-21 LAYOUT 7-4-21 LAYOUT 7-9-21 LAYOUT 7-10-21 LAYOUT 7-11-21 LAYOUT 7-12-21 LAYOUT 8-18-21 LAYOUT 12-20-21 REV -PLAN 12-21-21 C^REV-PLAN i Q N Q Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021 H2: 3 1 /8 x 9 GLB (24F-V4) Sheet of H3: 5 1/8 x 9 GLB (24F-V4) H4: 5 1 /8 x 12 GLB (24F-V4) FLOOR JOISTS PER PLAN 2-Ibd EA. END 2x4 FLAT O 24" O.G INTERIOR WALL PER PLAN Ibd O 12" O.G. 2x CONTINUOUS SY0 EAGKIN6 WIDTH AS REQUIRED FLOOR JOISTS PER PLAN 16d O 12" O.G. INTERIOR WALL PER PLAN 51DIN6 d 5HT6. 2x2 OR PER — ELEVATIONS 5PEG'S OR DETAILS LADDER BLOCK JOIST II II TO PARALLEL WALL JOIST TO PARALLEL TYPICAL INSIDE CORNER WALL CONNECTION INT. WALL CONN. I �211=I _p INT. WALL CONNECTION 2 EXT. WALL CONNECTION 3 NO NAILS THIS AREA / / o SIMPSON RP516 DEL. TOP PLATE-5 STRAP TYP. (12-I6d) TYPICAL i p (5) ROWS I6d COMMON O III 12" O.G. CfRPL. MEMBER CORNER BOARDS III o NAIL EACH SIDE) PER ELEVATIONS IV G d DETAILS (I (Bnx6 UPPERii I 51DIN6 d 5HEATHIN6 q'-I" MAIN FLOOR It 2x WALL FRAM'& PIPE PER PLAN e 16" O.G. 8'-0" G GE DOOR - F2L- � � --- J --- I N TYPICAL EXTERIOR CORNER PRAMIN6 MAX. NOTCH MAX DRII I ALE 2x4 BEARIN& 11y" x 515" Ily' e Q DOUBLE TRIPLE 2x4 NONBEARIN& 21y" x sly" 21y^ O ¢ MEMBER MEMBER 2x6 BEARIN& Sky" x 516" 512 o 4- 2x6 NONBEARIN& 4" x 516" 4" O q EXT. WALL CONNECTION 4 NOTCHEa/aRILLm TOP PLATES 5 xALE: lit" =1'-Q" MULTI -MEMBER NAILING DETAIL b :2 MIN. LAP 4 MIN. LAP ( WATER HEATER W-I6d COMMON W-I6d GOMMO W-I6d COMMON NAILS NAILS NAILS TYR DOUBLE TOP PLATE 8 'SA. I" WIDE &.I. STRAP -O- TOP F FOUND TIO ENGIRGLIN& THE WATER HEATER AND AGHORED LE PLATE SPLICE ASS (AT EXTERIOR WALL5 ONLY) TO THE WALL POLS P PLATE OMIT o HEADERS < 6'-0.. PLATFORM (6)16d v WR/P. R HEATER SECURELY MOUNTED INTER5EGTIN& Z PARTITITION rF FINISH FLOOR BEAM OR HEADER PER PLAN 4" MI . - TYP STUDS PROVIDE (2) BR'6 STUDS U.N.O. — 2x STUDS 2 ROWS I6d NAILS INSTALL (8)-I6d NAIL5 WITHIN 5TA6NAILS 24" OF EACH END. INTER5EGTIN6 W x 21y" SCREWS 6ERED. MAY BE INSTALLED PARTITION OR SPLICE OF EACH FROM EITHER TOP TOP PLATE. E DETAIL ABOVE 8 6A. I" WIDE 6.1. STRAP SE OR 50TTOM FOR CLARIFICATION ENGIRCLIN& THE WATER HEATER AND AGHORED TO THE WALL SCALE: 1/2" = 1'-O" aBL TOP PLATE SPLICE "1 SCALE: '4" = 1'-0' TYPICAL HEAVER FRAMING 8 51-ALE: �° =1'-0" W.H. SEISMIC STRAP aETAIL 9 NO NAILS THIS AREA 51MP50N RP518 DBL. TOP PLATES STRAP TYP. (12-I6d) I `-'I FTYPIGAL 21 WALL FRAM'& I I PIPE PER PLAN O 16" O.G. I I I FRAMING I MAX NOTCH I MAX. DRILIJ=D HOLE I SCALE: 1" = v-v NOTCHED/aRILLEa TOP PLATES I I I BEARING 2x4 FRAMING 2xb FRAMING /8" MIN. /8" MIN. o iI M MAX.5/8" M I/6" MAX. NONBEARI N& 2x4 FRAMING 2xb FRAMING /8" MIN. /8" MIN. O Lo- 1 S/8" M " MAX. 2 I/8" M 14 1/4" MAX. BEARING OR NONBEARIN& WALLS MAY BE DRILLED 2" FOR 2x4 AND SV4" FOR 2x6 WALLS W EDGE DISTANCE. IF STUDS ARE DOUBLED AND NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS ARE DRILLED. (SECTION R6O2.6 - 2005 I.R.C) N THE /DRILLS STU S 8'-1" MAIN FLOG 7'-0" HEADER UPPER FLOOR ft q'-I" MAIN FLOOR ft 8'-0" GARAGE DOOR 6'-8" HEADER ROOFTOP DECK AREA ALL EXISTING STRUCTURE BEYOND EXI5TING TO EXIST 5TRUCTUf K I TGHE NEW FOYER OPENIN6 BI R-10 RI&D INSULATI N AT ENTIRE UN ER51DE OF LIVING SPACE O (N) CONCRETE SLAB W -O- TOP OF FOUNDATIO 24" VERTICAL R 10 AL50 -III-III-111 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11 II -III -III- I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III- -111 I -III -III -III -III -III -III -III -III -III -III -III -III -III -I I Q I I -III -III -III -III -I I I-11 GRADE TO SLOPE AWAY a FROM FOUNDATION A MIN II-1 III-III-III-III-III-III-1IIIilllll llll; lll-III-1I11 1111 Illlillll� III -III -III -III -III -III- GARAGE OF 2% AWAY, TYP III=III III III=I 1=III- _ =-III I_„ I III-ITI1 I I III -I � I III III=1 � 1- - - - 1�1=1�1 ICI 1�1-III 11' GONSTRUGTION ROOF CONSTRUCTION IIIEXTERIOR WALL CONSTRUCTION 4" THICK CONCRETE SLAB ASPHALTIC COMPOSITION SIDING PER PLAN o/ 6 mil POLY VAPOR BARRIER o/ 15# INTERWOVEN FELT (COMP) o/ TYVEK HOUSE WRAP o/ b" COMPACTED GRADE o/'4b" O.S.B. 5HEATHING o/ 7146" 05B PLYWOOD SHEATHING w/ MIN. SLOPE TOWARDS o/ ROOF FRAMING PER PLAN o/ 2x6 H.F. #2 STUDS @ I6"o.c. OVERHEAD DOOR, TYP W R-411min. INSULATION W W R-21(min.) BATT INSULATION w/ V.B. VAPOR BARRIER IN/ R-10(min.) INSULATION AT ALL WALL VOIDS PVA PAINT VAPOR SHIELD PAINT PVA PAINT VAPOR SHIELD PAINT, MUST HAVE (R-58 min. INSULATION ® VAULTED CEILINGS) A RATING OF 1.0 PERM OR LESS, TYP (UNLESS NOTED OTHERWISE) I PER PER STR I MTA - PNML" WEE-2 MBfA W PRMC" BTU T— wre WINDOW PLANSB , B" W I WINDOW PLANSB , BASB 1 MOIBTOP cLnw cur e-z SLAL �$1d SIpE .w-s T7 Is+STN. N , P6. NSBASB APBI IKSTALL e• A SEAL• JANm PLASIIINS. MPLY PIRM PRGBAE ALONB TE BRAE 9BP-ARCSIVE 9TtIP M BlB.RE A coNT. ^-P.AL. ST'Cr b INSTALLm BY BIDea LOFT AREA NEW WINDOW LOOKINS DOWN TO NEW COURTYARD BEYOND 1010 S 1 : m W � " POR WOOD T"IM WtAP WI� IN. INSTALL WOOD n"INt NEM, IN9TALL Mn.. WINDOW KAD PLASN'S o/ 1RIM TOP NST r I. INSTALL S6P-ApESIVE EZ 9EAL FLA9111N5 0/ M 6A 6ALV. 1lM PL.A911M6. O. CONiIN1B INSTALL OF BLD6 PAPB2 OVHt PLAS 10 9TLP. 9@ SIB• 10 PAPADB c«mwa BRAD a xALANr MCKSIDE P9SMEr STW 6 MTA w rNAxea INSTALL WINDOW IN ' / AKORDANCE w/ WINDCW / BRADS b• 60 MIN. DLDJ. PAP@t TICK I.rmBt 9T:P I MPB'S. REOLIRMBR9. oe SILL PLb111N6 AND UNTlACY® BOTTOM OF STP 9 PAPHt PLASNINS YJiL1 i'JiLCC INSTALLm BY 91DBi INSTALL®a BIVB" ST 111 INSTA BY 91 NEW WINDOW LOOKING DOWN TO NEW COURTYARD BEYOND TYPICAL FLASHING DETAILS 14 ROOFING PER PLAN TRU55 PER PLAN FILL REMAINING VOID W/ R-10 RIGID INSULATION AT ALL EXTERIOR HERDER LOCATIONS, TYP HEADER PER PLAN D D EXT. Hr:Ar;)fR 1/2" = I'-0" ENTRY' AREA GA RA (5E BENCH BEYOND STORAGE DOOR BEYO D 8'-I" MAIN FLOOR ft 7'-O" HEADER PIPER FLOOR ft " MAIN FLOOR ft 'GARAGE DOOR 6-8" HEADER J's Design COMMERCIAL 8, RESIDENTIAL ARCHITECTURAL DESIGN CONSTRUCTION MANAGEMENT PO Box 1064 MARANA AZ, 85653 DATE REVISION 5-4-21 LAYOUT 5-5-21 LAYOUT 5-6-21 LAYOUT V i Q O � N v J vJ CZ W Project No: 21.59 NE Drawn: JDJ TWEEN 0 ASPHALTIC MEMB NE BETWEEN WOOD A Checked By: JDJ ONGRETE, TYP -O- P OF FOUNDATION _ _CONCRETE, a a a _ — — — Date: May 20, 2021 - 1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 III-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1111-1-1-1-1 -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-1 III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111-1 III-1-1 I-III-111 -1-1-1-1-1-1 - GRADE TO SLOPE 'III-III-111 III-III-III-111- = _III_III_III_III_III_III_III_III_III_III_III_III_I I_I I_I I_I I_I I_I III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I -1I-1I-1I-1I-1I-11—I-III :1I =III-1I-1I-1I-1I-1I " °III-1I-1I-1I-1I-1I-1I-1I-1I-1I I_I I_I I_I I_I I_I I_I I_I I_I I-III—III-11 i—III—III—III—III-1I-1I-1I-1I-1I-1I-1I-1I-1I-1-1I-1I I_I I_I I_I I-FROMFOUNDATIONA. feet " ° III III-1I-1I-' OF 2% AWAY, TYP Of II II_I �illl III=ICI=III III-III=III-III=1�1-1�1-1�1- B CONSTRUCT I ON =III l l l l l l l l l l l l l l l l l l II-IIII�II�II�II I �II�II�II�II�IIIII�II�II�II�II�III l l l l l l l l l l l l l l III- - -I 1 1=1 1=III=1 =1 I�II�II�II�I- �- 1-1 1=-I 4" THICK CONCRETE SLAB - "'-III-III-III-III- (7 RAGE SLAB G0N9TRUGTI0N o/ 6 mil POLY VAPOR BARRIER o/ R-10 RIGID INSULATION AT 4" THICK CONCRETE SLAB ENTIRE LIVING SPACE, w24" OF o/ mil POLY VAPOR BARRIER 4/ o/ 4" opt GRAVEL DI new VERTICAL R-l0 ALSO, TYP o/ 4" opt GRAVEL o/ 6" COMPACTED GRADE o/ 6" COMPACTED GRADE U I I.I N67 5EC71 ON ''All SCALE. 1/4" = 1'-0" RIDGE 415.1'I' J's Design ATTIC, 12 COMMERCIAL TRU55 HEAL 6� & RESIDENTIAL PER MFG. ---- ARCHITECTURAL EXTERIOR WALL - -" DESIGN - SIDING PER PLAN - - 5'-1" MAIN FLO — — — — — — — — " MAIN FLOOR fE CONSTRUCTION -r-O" HEADER '7'-0" HEADER MANAGEMENT 4" HARDIE TRIM oof per plan 5" PO BOX 1064 HARDIE TRIM MARANA AZ, 85653 2x5 CEDAR (or 5'-I" FLOOR PL WHITE WOOD) FASCIA MATERIAL w/ 5" N ailing per shearwall schedule METAL GUTTER N ry WINDOW PER PLAN O� 1I s 4" HORIZ. CEDAR SIDING I.LI 13 EXTERIOR WALL s UPPER FLOOR UPPER FLOOR FE in SIDING PER PLAN q'-I" MAIN FL R. — — — — — — J — — — — — V-I" MAIN FLOOR fEzz p FLOOR JOISTS PER PLAN �i 8'-0" 6AR_AGE_000 2x5 HEAD o/ Ixs SPACER _ _ _ _ 5'-O' GARAGE DOOR 2x RIM PER FLOOR TRU55 MFG. old ckincr—, lffL"d ILLJ� per plan MAIN FLOOR 5U5- L LPT's PER SHEARWALL 50HEDULE AT PLYWOOD — — BREAK, TYP V) z V-I" MAIN FLOOR PL O.S.B. BREAK LINE I FF I 7� fl r joists � Q p pion EXTERIOR WALL ailing per shearwall schedule AVE GRADE 3gO.g2' exterior wall (typ) _ -O- TOP OF FOUND TIO O- TOP OF FOUNDATION GARAGE SLAB17777 FLUSH PANEL W - — — — — — — — — 00 This space may be demo'd and rebuilt o consistent with a rear setback variance for U 0 a garage and rooftop deck in V-98-62. All siding per elevation F RO I `S L V A 7 I O N new work must meet the required 15' rear ` I� - floor , „ _ per plan setback - no new roof form may be located -TOP OF FOUNDATION SCALE: /4 I'-0„ — — over the rebuilt garage/kitchen and rooftop 1111 deck. ITI-ITI- -� i i=1T1=1Ti i1T1=i � -IMF i11�1 i! Iii I Mike Clugston, 1/5/22 5 H A R CON. 5 I M %RIDGE DATE REVISION SCALE:I/4" = I'-0" 413.1'I' 5-4-21 LAYOUT 5-5-21 LAYOUT 14 5-6-21 LAYOUT b I A LINE OF 5 AGK LINE, SEE SITE P AN FOR MORE I NF TYP 5'-I' MAIN FLOOR — — — — — — — — — — — — — — — — — — — —5'-I" MAIN FLOOR IE CY) ROOF PER PLAN -I'-O' HEADER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I'-O" HEADER POSITIVE CONNECTION BEAM PER PLAN POSITIVE CONNECTION = O CONCRETE PATIO/ I �� PORCH PER PLAN U PER FLOG IL _ _ _ _ UPPER FLOOR IL P05T PER PLAN q'- " MAIN F P051TIVE CONNECTION A E r, FINISH GRADE ^^ 11 N PER SITE W w Q IIIiI a a a iiii - - IIIIIIIII III_ B G AVE GRADE Project No: 21.59 I I Sim. 3gO.g2' Drawn: JDJ PER PLAN PAD I Checked By: JDJ GARAGE SLAB -O- TOP OF FOU T ATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -O- P_OF FOUNDATION GRADE PER 51TE 555.4' ate: May 20, 2021 C C L U l I 7A I L I I C 11 Sheet of SCALE: In" = I'-0" LEF7 5 I L X A7 I ®N SCALE: '44" = I'-0" ...................................................... new Basic Decks Post to Beam Connection wl Knee Brace (Knee braces are required on pasts greater Shan 4 feet in height ) Or I S the heght of the peel, Beam sprn a M&I o .f whidom is grearer, Pear post, w,m t-tr2-mm r,a,nng Corroslwr resraram, _ mewl cdumn cap. Guider beam raifow manufaclurara mtallobon i"Slamions E iv Allemata Knee Brace Delail 2x4 knee brace f.ea naiad a arch or post and beam with 4.16d naJa at earn face and car-Kmo, 4 x ill linos'raoa (1y 3ra' C11111lnetef tnN-0c111 W 112' lap aeraws"C, washer. Wp s bodam ofl*a) Praaarrra We0ed Loud post Guardrail Attachment (Guardrails are required when the deck is more man 301riChes above grade.y IF 4x4 min. post a A i`e O-D. gaNentrad boil a erd- o c .. Typ a Ihroaded rod a.f null waenara 2'ri J IiF'mn and S raw- � .a' Min. Isom i ten on&ivi� Section A 1 5/a' O-q-galran�ed boll - Bor Threaded rod wl 2YZ inn bt"okrng uts &washers _yam F Ymh r2r,,..x''B min- deck Tm O _ ry•ete n nm6 f} r W s•atu T Tin' Nate - Use above details for guard connections or provide engineered kin- senor tansion straps design that shows Guards can resist a single concentrated load of v a lbs. applied in any direction at any point along the top and Section B have attachment devices and supporting structure to transfer this bad to apppprropriate structural elements of the building per IBC sec 1607.7.1.1 GENERAL INFORMATION: The htenl at ihls Tlp Sheet is !o provioo a gcncrai uncer:ronding of the code requl emenis and door L rvGr.n- nDl address the sut$acl 4L great dell ll. Add ifional informal Ion can be obtained from yoL local porficipggng Iwisddlan. Page 3 of 6 415.17' Basic Decks Deck Construction Notes . Please note that due to the new 60 psf loading, previous lumber spans and footing sizes have changed. . The dlustratlorra and information in this Tip Sheet may be used for decks whether Dr not they require a pe rmrt See Tip Sheet 0 for when a permit is required • All wood must be presure treated or naturally resistsrt to decay. Treat cuts, holes and notches with end -cut solution. . Fasleners, hangers, nails, etc , must be stainless steel• hot -dipped galvarnzed, or as specifically required for the specirred wood preservative used. The ooahng weights for 2incsoated fasteners to be in acbordance with AST A 153- Provide documentation in the field showing the required fastener protection for the wood chosen for your deck. • You may modify any components of this Tip Sheet using accepted engineering practices. Any modtrl(ebons must be reviewed prior to permit issuance. A1€ allachnnerits must be per manurackimr's ir6a€labcn instructions. . This Tip Sheet is intended to represent good construction practices for deck construction and related IRC requirements. See related Tip Sheets 1 for stairs. 2 for handrails and 3 for guards Typical Deck Section 36' nxrvrKan hiiin guard 6-11" build w »41 rxmrrediaoe rags apaoad tip deaf a apwra F�rp l' n dWrra/.r cart.% �aa desaai a Pat- ftough(sa+TO o! ref atimrr S1wN 31 sea demr:2 tip � i for guardred r � � 5e<we ballystert � wxn „r red wood ' curt uP a bdlom ixorra..Q�idae co- drriaW K— bates are Wiltrac4r to sold rwn raqu�.ad n d�sra"ca adaquaq of add Nwnb r Iro$1 g de to lop of oorrrection past r.erYes tie• See de:oii on cage 3 If an am IX �9r rim the C V1rq MVWnp Pr'raa rwrder the yaposee deck. ar i axd Paso inn- wF entire n.n a=rsae+g Ntn roar dw p npnsed dock a-ct roe:. nagm 6-6 mud tie ,,&d la and -47 mustmrraartan.ed please for to .rdreare npena+gs m er,simq 16'-01'm nax. hoghl WON n Ne.ramn r.rw ttmwf,er,,,ed post baea w,m I- dan. 3.p carra 000 Pese ro•P•� spochon rvgurrodl Fini.hea grade t•daer (21 94 "'My. 3' dear to bottom of Ipalirg Faplrp w b.a on undisturbed earth. CrENERAL INFORMATION- • The hten! at this ilp Shvcr is ro provlde a general understanding of the code requt•eman,s and doo: L rvGr.n- nol address the su bjecl h great dell ll. Add ifional informal ion can be obtained from yoL local padieipralina iwladdlan. Page 2 of 6 It — — " MAIN FLOOR fe OF FOUNDATION IIYI�IL�JiII■■Ill�i 11w:31Cw: REARL.�1A T I O N SCALE. a I,-0 —1 415.1'I' J's Design 14 COMMERCIAL 6 & RESIDENTIAL ARCHITECTURAL DESIGN � N FLOOR fe CONSTRUCTION -r-o" HEADER MANAGEMENT PO Box 1064 MARANA AZ, 85653 m I � N N PPER FLOOR T. J� N FLOOR fe GARAGE DOOR AVE GRADE 561OA2' OF GARAGE SLAB ION 388.4 DATE 5-4-21 5-5-21 5-6-21 REVISION LAYOUT LAYOUT LAYOUT S'-I" MAIN FLOOR fF-8'-I" AIN FLOOR ♦ 7-0" HEADER — — — — — — — — — — — — "I'-0" HEADER ROOF CONSTRUCTION ASPHALTIC COMPOSITION o/ IS# INTERWOVEN FELT (COMP) � lO - m X A�LLWAY ROOFTOP DECK EXISTING STRUCTUREBEYOND AREA o/ ��fe" O.S.B. SHEATHING HA F WALL "or" DECK ROOF FRAMING PER PLAN O Nin IL�I,LL ON{NER/ TYPKETS, PER o/ w/ R-411min. INSULATION w/ f�v VAPOR BARRIER O PVA PAINT VAPOR SHIELD PAINT Q CL � (R-38 min. INSULATION VAULTED CEILINGS) ■ _ UPPER FLOO _ UPPER_FLOOR fiL R PLAN EXTERIOR YV?�LL CONSTRUCTION 9'-1" MAIN LOOR _ _ _ — — — — — _ _ _ 9'-I" MAIN FLOOR T SIDING PER PLAN `� r L('� (/j V-O" GA GE DO — — — — — — — — — — — — — — — — — V-O" GARAGE DOOR O/ TYVEK HOUSE WRAP — — lfe" OSB PLYWOOD SHEATHING CV O � o/ 77 o/ 2x6 H.F. #2 STUDS ® I6"o.c. w/ R-21(min.) GATT INSULATION w/ V.B. � d' �) O w/ INSULATION ALL WALL VOIDS FFF-711 CM V1 A FAIT SHIELD T HAVE I I.O LESS, W A RAT NIG OFPPOR ERM OR TYP AVE GRAD 390.G2' GARAGE SLAB 355.4' L X A 7 I ®N I$ F 7 I A L G 7 I® I SCALE: 1/411 = 1'-m" N (UNLESS NOTED OTHERWISE) SLAB CONSTRUCTION 4" THICK CONCRETE SLAB o/ 6 mil POLY VAPOR BARRIER o/ R-10 RIGID INSULATION AT ENTIRE LIVING SPACE, w/ 24" OF VERTICAL R-10 ALSO, TYP o/ 4" opt GRAVEL o/ 6" COMPACTED GRADE Project No: 21.59 Drawn: JDJ Checked By: JDJ Date: May 20, 2021