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Plans LIABILITY ABBREVIATIONS: BUILDING LOCATION GENERAL NOTES The City of Tigard and its (N): NEW 1. INSULATION: employees Shall not be (E): EXISTING [r�1, ,/c 11''11 -(E)WALL: R-21 OR BETTER responsible for discrepancies TYP.:TYPICAL �"�'V CLJ 12 q�2 SV'. lnl I L M I G TO L (N)WALL: R 21 OR BETTER which may appear t,ereln, FTC.: FOOTING FLAT CEILING: R 49 OR BETTER A.F.F.:ABOVE FINISHED FLOOR �UG 4 2022 I- N r TIGARD O q 1224 VAULTED CEILING: R-30 OR BETTER(UNLESS MORE THEN 50%OF LIVING SHTG.: SHEATHING CiN of TIGARD p r ��I�DING DIVISION AREA THEN R 38) O.G.: ON CENTER - BASEMENT WALLS: R-15 OR BETTER CONC.: CONCRETE CONTRACTOR - FRAMED FLOOR: R-30 OR BETTER • BLK'N: BLOCKING CITY OF TIGARD -WINDOWS U-VALUE: 0.30Lii . r I WED FOR ODE COMPLIANCE -EXTERIOR DOORS U-VALUE: 0.20 , " f- 3 U DESIGN AND DR 19 E - EXTERIOR DOORS WITH >2.5 SQ FT GLAZING: U-0.40 ,. ` '` in SAB DESIGN AND DRAFTI1t�i LL� 1 2. EXISTING HEADERS USED UNLESS NOTED OTHERWISE(U.N.O.) SASHA.A.BECKWITH MAIL.CGdM • �' 3. THE DRAWINGS ENCLOSED ARE FOR DESIGN INTENT ONLY. THE DRAFTER 541-231-6318 Permit#: OV0(.2- — c 2-6y 1.4\SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR Address: (l97)- 10 1N ,`M,t` 4n SEQUENCING OF TRADES INVOLVED. TO THE BEST OF MY KNOWLEDGE THESE z ENGINEER Suite #: J PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/OR BUILDER'S Q Date: v 2?i SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE : O WILL BE DONE AT THE OWNER'S AND/OR BUILDER'S EXPENSE AND PROJECT INFORMATION RESPONSIBILITY. W fY PROJECT LOCATION: TIGARD, OREGON 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING RELEVANT O _ � O YEAR BUILT:2021 Hu. v - OVERALL DIMENSIONS SHOWN ON PLANS FOR LOCATION OF NEW WALLS AND � � �ao � , 2021 OREGON RESIDENTIAL SPECIALTY CODE VERIFICATION OF EXISTING DIMENSIONS ACCORDING TO DESIGN INTENT. " ~ CONSTRUCTION TYPE:WOOD FRAMED N MA E IN THE PREPARATION OF THIS PLAN TO ,/ 4v w WHILE EVERY EFFORT HAS BEE D , �__-._''" ram? % c= OCCUPANCY GROUP: R-3 AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. ZONING: R 1 OFFICE COPY 5. IN THE EVENT THERE IS A DISCREPANCY IN THESE DRAWINGS AND THE • " , .6°1,0'. ' �` � w ,, ` J LOT SIZE: .19 ACRES - ACTUAL FIELD CONDITIONS, PRIOR TO CONTINUING WITH Trt WORK,THE " 2stoq�q< ?972 241 • 1eoo, G- �o''i' zsloaeo � '1�. Z PROJECT: GARAGE CONVERSION (2 BEDROOMS, 1 BATH AND 2S0040°' ' R,7g'' ° -''?'' CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNER OR STRUCTURAL N< ti� N ,.. Z N (2) 1/2 BATH)(489 SF), BUILD DECK TO SIDEWALK 221 SF ENGINEER IN WRITING BY INDICATING WHERE THE DISCREPANCY EXISTS AND 1a �Q .' : " ' ea z 0 0,9' -ay, ` zsioaoC d z THE DESIGNER WILL RESPOND IN WRITING WITHIN 5 WORKING DAYS. „ '„ BR as,s"af 55 ,,e ' °, 8°°° 6" R` • e 1 cc y Ii INDEX OF DRAWINGS y��v z5, f r; av es3�sz,: S V Y 09 �% U b. DO NOT SCALE DRAWINGS. LARGER SCALE DETAIL DRAWINGS TAKE .soot/ 4 'xsoo�osi`te$ R4B °r� �•R_" 3700 J O A-01: COVER& INFORMATION SHEET PRECEDENCE OVER SMALL SCALE DRAWINGS. : '- 9 ' „3155' w Q aoo zz7 „ a., aos9 �• , 11 sss-s,sz1 A 02: SITE PLAN 1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ro91, `2S109A6 .,2Sy109AB .S109AB ' 2 (>'i//z/ o in .4 A-03: EXISTING: MAIN FLOOR DO' 1, .7400 . J50°" .,M 76b0 h 2S109p,6 2 2700 ,. N 110.12 \ E U COORDINATION OF ALL TRADES&THAT NO SUBSEQUENT TRADE DAMAGES ' �c "3, `!, 4 \;" 5,', ,s": ,', ,m 1 - `, °"'� 34 w A 04: PROPOSED: MAIN FLOOR WORK COMPLETED BY A PREVIOUS TRADE. ' ,' „9.53 W 3so�o �� O A 05: PROPOSED: FRAMING PLAN S. DOORS ARE DIMENSIONED TO THE EDGE OF THE DOOR OPENING OR THE 4' 66 7° z i) ,. 6 °C N U,` ` �o,00 as oo zs A-OS BUILDING SECTION o o rz VN, 2800 m Q • 11266 \ \/ a- VALIDITY OF PERMIT CENTERLINE • OF THE DOOR. _�5, . : 2 ,La —1 ' 1 A-01: BUILDING SECTION >T JAMES LN s ,, �: THE ISSUANCE OF A PERMIT q•WINDOWS ARE DIMENSIONED TO THE EDGE OF THE WINDOW FRAME OR TO D *° (> A 90.E < 1937 3500 v A OS: EXTERIOR ELEVATION THE CENTERLINE OF THE WINDOW. " '; a� y° � ' :`;' -�' J v BASE©ON CONSTRUCTION ;;k9sAt ` A,e. w .,'. • m a 2soo „B 06 3800 A 09: EXTERIOR ELEVATION DOCUMENTS AND OTHER 10. THESE DRAWINGS ARE THE SOLE PROPERTY OF SAB DESIGN AND 00°•' F— m•' 8 " m O J A 10: DECK PLAN DATA SHALL NOT PREVENTg. ' ; 3 Z L 'TRA56 AC CT°a° ; s DRAFTING LLC AND CANNOT BE REPRODUCED WITHOUT PRIOR CONSENT OF � '3a 37. F— - O < 3400 N o �' A- 11: DECK DETAILS THE CODE OFFICIAL FROM 'o ,56.00 SB oo 4 ': ^zs1�'9Pg 119.36 �. - 8 SAB DESIGN AND DRAFTING LLG. °, O M 6om cc 00 A 12: DECK DETAILS REQUIRING THE CORRECTION 11 INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO ., '' " "6705 " --t ��714 LL/ N° % OF ERRORS.ORSC 105.4 �9�g; .�S; Aa, n m goo. losoo. �' �- �.�zr zri� � 3000 ti A 13: DECK DETAILS ` ZS;Q@AB., 0 4 / �� Q Ca 1 -9 MINIMUM 10"ABOVE SHOWER DRAINS. 4. "m'.3ar.,`� `36 ; `alpo hy�� h� o _ 12. EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, , 1 '. - ,,: &, '10", ?� �� y�,� 3300 ry Z m 1 A ,-�al� , 56bo'(,4009 '�9tii> N°2Z. ,692I . `2086 — ;.1j- ° ° o Ca �,P�--Sv 1�� PROVIDE 80 GFM (MIN) FANS O ,� Cif WILMINGTON �' '�� $'D rY z • 5 P SPECIFICALLY �N SW ��T, , a W 13.WOOD FRAMING 15 DIMENSIONED TO THE FINISH UNLESS 5 S E ° ° �,., � O to cans NOTED OTHERWISE. 7@oa'. , 9739, Z2; '' ''!° : :36 Approved p ,!'' :, h o 0 a 1 s." ,. 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C 0 N WPM I-)N = 71 1 t, DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: SCALE: DATE: _ SAB DESIGN AND DRAFTING LLG 12'112 SVN INILMINGTON LN 5ASHA.A.BEGKWITH@GMAIL.GOM TIGARD OR 11224 SITE PLAN 8/3/2022 02 541-231-6318 3/32" = 1'-0" L ill"f UP /2022_-0027 I m O CN W I— =' o cn 0 W II J Q 4) U cn cn _' of V A-0'1 0 \ 0 58'-8 q/16" _l 2, 0„ Z \ q'-0 1/8" \ —16'-0 1/4" \ 11'-q 3/8" \ q'-6 15/16" \`t \\ q'-b 1/8" \ I 2' 6 1/16" .`` 4' 0" \ \ 2' i I1/16" 16' 0 1/4" \ 2'-6 15/16" \ \ 5, 0„ �'-11 \5/16" \ \ 5,-0„ \ \ 2'-6 15/16" Q m H W - � ~ O 5036L5 5036L5 H n / / / W O 606075 / — - 1 P"' _ DECK50-11MU 6083MU / = 1� / - z 16' 2"X 9' 11" _ z N 159 50 FT v iii z O N 0 o iv m ry O H _.);4- iv (N) EGRESS WINDOW: ►n T r-BEDROOM o r '03015 �'- -WIDTH: 5'-0" =EDROOM m q'-o"X q'-10" a z tr / � — fr -HEIGHT: 3'-0" g126 5Q1FT 7" 11 l 5Q FT U _1 O -A.F.F.: 3'-6" MAX. 0 K n TYPE: SLIDER \ 6' 4 1/2" / I— K < U - U-VALUE: 0.21 OR BETTER ■ O 3' q 11/16° 3BATH W ^ r CVIr (E)WALLS "1 306E O B H O O b'-0"E..-o" a 9 b'-0' '-0" d- 30 e FT( ], � - (N)WALLS -(N)(2)2X8 HDR. f:----'° !-: C so SMOKE DETECTOR ? ‘" lb in 306E �U0 GO/SMOKE DETECTOR m m O HALL ; ,1 H \ = } u_ k.D co 01 S'-b"X b'-S" /b'-.0 = S'-0" \ 9 A-06 N Cr3 ® BATHROOM EXHAUST cn506E lb SQ FT _ 48 5Q FT `� p Q ,9 o \ / o p U212490 U242490R U242490R U272410 in \ Q 5 Z 6 NI ee m - / a � Wlf 0 ( CLl in m \ 5'-6" 8'-5 15/16" b'-0" \ z W • Ca alI cc• � � z / \k / 7 - _, 11 z r 2 O cp A 3 ., O. • .: cis U J _L f 0 • O z II II II II , z -o rn ri 3 • rn ' /7 X Z ,_, _, rn II II II II rnp m tir9 1- II II 11, 2 II II a, x x 81, ) *' r O +8 z CO o �'6,�A, ? iV • • (ID II II 3 N c II II f O rC� Z N O .. D9 MI oa Va I�_�u / c — II II II II rn N r I \1 -b'\ 4'-1 1/2" \ 4'-1 1/2" \ 4'-1 1/2" \ 4'-1 1/2" \ 4'-1 1/2" \1'-b \':; n OZ O N II II II II I 1 Ti r J - h III DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: SCALE: DATE: J�_ 5AB DESIGN AND DRAFTING LLG 12g12 5W 4ILMINGTON LN GARAGE CONVERSION 1/21/2022 l� SASHA.A.BEGKINITH@GMAIL.GOM TIGARD OR g1224 1/4" = 1'-0" 05 541-231-6318 FRAMING PLAN < o (-I c4 w --- I— r N 0 t— 0 (N) R-49 CEILING INSULATION J II U EQI Irlrici il�lll��ll�� cicll��ncil �ly�ll1llil��l i\ II� IIic.i\-1 I�I�ANi\l iCic-I1lj111SII: I1� 11r-f1lc-1\iiiA\ \1�f1_C{I ._ J (I' m • (N) R-15 WALL :---a Z INSULATION MIN.N 0 F \\ /J w tv O f- Z_ "Cr / t :-.____ rij I- Q w ' --J r------- cn in(N) R-30 FLOOR 0 / 0 INSULATION / J / \ r� ZZd (N)JOISTS 11 O N I . / E \ r. I . t : ililll f111: J„(IL (Il IIl Illlll. 611111E:I), 1 (IJ„II: (I,LII II II Il Il 11011,111, f L\l LII...ATill.. Al flL _ u _ (N)b MIL VAPOR (N)BEAM W/POSTS p l/ BARRIER �- — _ 1 K ..^ _ • T .� -III—III—III—I I I .? - � �.y,r •n� _��--rt i.�= -�— �i.�-- _ • �-r+��rr i1-r i�r��— yn�- °�r����,' S � ,. .-rr i�r-��� � _ _ I :: 1. 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Q • Q m2 QQ �0 p • I1=11I II1 - -111E111=1111 I I 1-111=111— ' 0 0 =III=IIIE111 - 1 cs• —11—IIIIII —1 11-1 I 1—III_ 11=III=III — N -1 I El 11E11 I- 0 x 11E-111E111I J ----1 Il\ -111-1 11E1 I I- 1 1- rn 1_I-III-I I IA 1 rn xi —I ; �, II=III-III- 11-I I I=119 I ' =111E111-I 1I- A 11—II1—II1E1 I ' �� -III-III=1I1j { II—III=III= =111E11 la 1 Ii N il o 11=III-I11- __ -I 1111111 Il -It t 11=111=1lII= rn I -I'1, o —III—III—ITl z 11 III—IIi— �' I _111i�1 z -III-1T-111 - — o 11-11�-1I�- 0 -111E11�-I11- — n II of A T-I 11-1 I r _ -111-111-111- y II , 1 1I=11E-1Ii-1 -111E111-111- 11E1I1-1I1-i oIII I ti - N =111-111=1111 I o . 1� -=1� � T-III-III- -III—III—IIII I oLI - : II-III-III- A ' .I1 -III-111=1111 I I I _II t\ -III-III-ITl _ �1N 11-1 I I-III- O- -I-11I — I - 1 IIIIITI11111 El-m- 1 _ H- - 11_1 l 1-1 l 1=1_ I 1- - -I HEll iI I IT11 1j I El11E1Il=I 111 11Ei11Ei11_ I 1 - -111E111-1111 11=111—111E 1 -_ - - -111-1111E1111 I T=111-111E 1� —11l-111-1111 _11-111E111- - , - -11ETa Hi 11-111-111 1 I - -1I=I-111_ 1lI11111I11111II-. III► _ II-III-III=1 I 4 -- - -I I I-111-1 1I- 11=III=Ili 1 - -j-11l-111-IIrII 11-111E1I11 -1I11E1 I IEI 111 ,Ii1 �1-1I1-1II- �� =Ti-Ti-I I I - HEI H=1II— lb :_ 1. -Ti=I=1Ii1 I / T-I I-11i- -III-III-I 11� 1LE11I=1II- /N‘ E �I - �1 III-I 11-I IHEHHEIHE- , , -111E11�-11�_ 11=11�-11r— b `IN � = I I ,l -1T-111-1T: \ 4 I1�/ 11=111-111- 11E▪ 111-III- \ ri =III=III-111-11 N/-11-111-111— Ili1G E1I1=1I1E1I1 11I 11=111E111E1 d 1 I h -111=111-III — III 1 1 I I—-H IEI I I= � L till III 1 rr :EWE'I IE1III ,it,, Y I MI I I=III= „, III 1 I III III Ill lE11]' - - - -I II III i 4 -1II=1H-1I1i 1I-1l-E-i1- III 1 -Ti-1 I 1=1 I I- 0 - HEI H=11J-1- 111E-1I1-111_- 01 E-111=111-r 1 3 El 1-II1-111- T_I=Ti=Ti-1 1 I,ll IElI11�1T1111 I I . l =111=1 11-11 r I I 11E111E1 1E1 -111EI I I-1111 1i=i1l=i1i EillEiiii1 W _ ' I f 11=11l=IIl- -111E111-111 I IEH =1IE I �1 -1T=111-1 1I 11=1Il-i1l=1 -111E111-111- I � I II 11Ell ill 1 HE▪ HIiV 11-IIi-111 k IIIII-1111111TI11� I I - I -111��111,I lj DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: SCALE: DATE: A__ 5AB DESIGN AND DRAFTING LLG 12172 SV INILMINGTON LN l"� 5A5HA.A.BEGKINITH@GMAIL.GOM TIGARD OR 11224 EXTERIOR ELEVATION 1/4" = 11-0" 1/21/2022 o U U. 541-231-6318 IIIIII111-1 I I-I I II 1 I-III- HA l li =IIII11 I11 I1=1 11-1 11-1 1 -1 11-1 I I-I -I 1 lq C -I I-I I-,Tilu -I I I I -I -- 1 1=1 1 111 1II - II=111-1 1 1=1 1 1=1 1 = - I -I I -1H I -I =1 1 1-I -111=11 1=1 1 1=111=111=1 1 1=1 1 1=11I-I 1 1cD rn II I-I I I 111 111 I I - I -I -I I I D -1 IlIT11111I11111111�11111�i111111111i11111111111111: r rn --III-III=III=III=III=III=III=111=111_ rn A IIII-III-III-III-III-III=III-III - p -III III-III III-III-II1=111-III=1II: 1-III=III=III=III=III=111-111=III=; III 111=111911=111=111911=111=11 - ,i r IIII III III III III III III-III i =1 I-III=1 I I-III-III-III-I l I-I 11- 11_ - Z 1-III=III-1 HEI ll IT=T1=111a l q o_ > d 11-111=111 III III-111-I 11-III-I I : I 111 11 1 1 1 1 111 1 111 1 1 11=1II1H pI I I 1 1 1 =111 I1 1 1 I11I-I I=I = = II III I I I z -III 111 III-111E111-111-IIIIII - U, 1=III=III=III-III III III-III-III 1 IIHII=IIHIH1H11HI1-111- I1-p 1 III-III-III=III=III=III=111=III-I I I I=I I I=111 1 1 1�1 1 1 I I I 111 II - I =c 1-I III �1 11=II =_=I II=III=III= 1 1 1 1 1 1 1 1 1 1 111 1 11111 1 1 111 1 1 11 . 111 111 111 1 1 1 11 111 1 1 1 m -III-III-111 III III III III=III=III: Li) 1-III-III-III-III-III-III-III III -i III III III-III-III-111=111=1 I=11 E 1=111=I I I=I I I=I I I-111-III III 11 o -III-III-III=III-III-I I I-I I I-III-III- • ,„ mIII=III=III--III=III=III HI II rn § =111E111E111E111E111E111E111-111- 1-111 111_1 11 111E111�111=111=11 I� RI -13 -I 11E111=1 1=1 HE 11=1 H 1 Hi 1—I 1 d 11/ 1=111E1 I H 11E1 11E1 11=III=1 11-11 I H1 - o III III—III—III—III—III=III=111-1 K, EIII=III=III= — 111-4 III—III—IIIIII= U III—III—III—III I_I 11=III=III= rn 1-I I I=I I=I I=I I I=I I=TI111=1 i 1- -I I I 1111IEHIE1-III=III-III-111=I I I_H HE A HI__ - • [-Ti Ti-111 Ti=Ti=Ti-Tia l l 1=1II=III=III=11I=I =III=I11-Ill d l l Ti-111E 11-111EI-Ti-Ti- . .-, . 1=111=1 l IEH E_-II lla i - 11 • -III 111ETIIEI ll _H ITa l l_ . • 1 It 1-111E111E1II1II1all-Ili 1 I -11-1 i Nlllll-11111f-I 11=1 = 11, 1 III-III 1ITi-1�-11=ma 11 -IIIIII=111_III-III III 111 Ti - ibil 11-111-111-111-111-111-1111111 I 11 1111 1111 1111 J 1 111111 -111E111E111E111E111-1hhh 11E11II 1 i 1-111 lki1 -111-111-1111 1 11_1 I III d 11-111E111—i11=111-11 I11 IE I 1 I_II-IT=Ti=wall Ti=Ti =III-III—II1I I i=111=11 I=111=I -III III-III-III_I11-III-lll r rk =111=111=1 I III I I H I =III 1 ; e II r 1-Ill 1111_111 111-111 111 111 III—III=1 I—III=11I1-1 1-1 1 4 1—II1-111-111Ei l l—ill—I H 2' 5 3/4" -III-III-I I I=111=1 I 1=1 11EW4 1E111E111E111E111=1�=111= =� r I_ t 1 -111=111-111E111E111=11 II l d _- i I k•-i 1-111EWEH II-111E11111E it -Ill-111EWHHII-1WEWE11 N _:-_ hl=r -11H11ME1111-II1-11I1-1 I 11, 1=111E111E111E111E111E1114 ___ t l -111111E111E11I111-111-1 1E111E111E111-1111E1111-14 r-- - ( -Ti_1TI_Ti-1T_I 1�=111 1E111E111-111-111-1 I 0 ___ - - r -111111E111E111-111-i I I - rli 1=111E111E111E111=111= = r�_ter��rr Ell III II III III-I I I4 ___ _ __ 1-111111E111E111=111= --- =11111111111111111111111111111111( -__ - -___� - I ll►r =III III-111 III III-17 -- - ---1 _ 1 1-1 I I-I 1 I-1 11-I I I- 11- :__ -III-III-1 1=1 1=1 11-d ___ ____ 1=111 III-III_II1-III -1 1=1 I 1=III-III=111= --- ---- 11 ` I 11 I_I 11 III 11 A --- - _111E111E111E111=111- --I-- ``_ _ `_ �I I rr 1-lI�-IIHIHI�-�I I 1-III-111E111-111 1=111=111=11-m=i =III=IIIa l la l mg --- - i ,I irl 1E111E1111E11E11I --- ---- I I i rfflUIU1fflUi -_- - ---- r 11-11HIH 11- 1 I I-1lI=111=11 I-1] --- ----- I , 1-111E11-Ili-111- --- - 1-111E111Ti-1 __- ----- 1 -I 11-111E111=111- El l ElTI=1TI=1_ -IT-IT-lI1=111_ _ '1 III 1=1 -I14 _ __ l IIII111 111 11111111J __: _ 11=1lia11-11 ---- l HII 1- -III-IT� -- - M - I II I II-� --- 1=111=11I1-11 --- --- h l =Ti-ill-1 iW - __ 1 IIIIIII�llil11114 ____ - -- 1I I I III-� --- - _ DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: SCALE: DATE: _ 5AB DESIGN AND DRAFTING LLG 12g72 51N 1NILMINGTON LN 5A5HA.A.BEGKINITH a@GMAIL.GOM TIGARD OR g7224 EXTERIOR ELEVATION 1/4" = 1'-0" 8/3/2022 Og 541-231-6318 0 UP O w CA 143 (n Q 0 w J Q U 1 \-4'-0"—\ HE3i' 4. II linz :1 < (N)4X4 PO5T5 W/ 18" 5Q - Y sz X 1 Er DEEP FIG. TYP. c� w W II II II II II — 0Oi (N)4X8 BEAM a- o _ Z 1'-0" I l 13/16 4'" l 3/ 3'-0" it F-tlh z so ry _ _ _ ,.: u L ' - / / / 0i_ r _ r I - _ a Z II'--t1 J II II 4f- -1I II II Irj II II II II (N)2X6Min oc DECKING= - r 1 u _, 0 w , Q Ix P Uc I t 7 2)C5 ' in v LU CA _ `° II II II II II v610C1'II II II II II II II - o 5017Mu 3033Mu DECK oi#2 .,IT -�1-�._1n ce ,_r 16'-2" X11-11" C� r a r 159 5Q FT U' tLt 'H I .: I:. (N) EGRE[ ' I 4030T5 - WIDTH: z <7 - HEIGHT — A.F.F.. - LuQ2 � I TYPE: 5. ° Q ~ m // / a Z W Ln 01 DECK FRAMING AND FOUNDATION (02 DECK PLAN z w A-010/ SCALE: 1/4" = 1'-0" A-010 SCALE: 1/4" = 1'-0" m I I S O if i FIRST LAYER FLASHING BEHIND BUILDING N AND LEDGER BOARD AND OVER SIDING N 0 (E)WALL STUDS SECOND LAYER"Z" FLASHING OVER TOP H tN�- NAND DOWN FACE OF LEDGER BOARD I- r (E) FLOOR JOIST JOISTS . \ 1 1 2X6 DECKING OVER DECK JOIST 2"TO 5"MAX FROM END 51MPSON H2.5 MAY < < 2X8 JOISTS (3)SD TOE Y i BE INSTALLED IN LIEU LLI I(�)I1111111E mg 2 NAILED OF TOE-NAILS Q U JOIST HANGER LU528 v7 (OR EQUAL)MIN. I (N)2X8 LEDGER W/ 1/2"LAG SCREWS SPACING"5" STAGGERED BEAM r (OR EQUAL)STAGGERED FROM TOP 2" FASTENERS TOf V TO BOTTOM AND SPACED AT 18"D.G. BOTTOM tn -I (01 \ ATTACHMENT OF LEDGER BOARD TO BAND BOARD 02 LEDGER BOARD FASTENER SPACING (--03. JOIST-TO-BEAM DETAIL J ~ A-D 11 / SCALE: NT5 ( A-01 ) SCALE: NTS \ k-011 SCALE: NTS n w v I w cn q z J .. z 0 N a Z Is SIMPSON PB U J O cn — SCURE DECKING TO TOP OF ANCHOR OR wQ K P RIM JOIST IN/#10X3 MIN. EQUIVALENT PR WOOD SCREW AT 6"D.G. / MANUFACTURE: iU N H4X BEAM CAST-IN-PLACE IT - JOISTS I POST ANCHOR a N • a„a • a 4001. . POST TO BEAM r ' .o J V 0 \i CONNECTOR I /� /- a II a — z - � •TTACH RIM JOIST TO END / _ - vi OF EACH JOIST WITH(5) — - QL '°- — I- x #10X3" MIN.WOOD SCREWS 4X4 MINa 1 m O� RIM JOIST — 1' 6" p m I. — - wQ2 -9 � a � ~ m Z cV aZWu�i Om (Q4 RIM JOIST CONNECTION 05 POST-TO-BEAM CONNECTION roe, POST-TO-BEAM CONNECTION z w A-011 SCALE: NT5 A-011 SCALE: NT5 ` R-011 SCALE: NTS m I 1 • , 2X2 PICKET AT 5 1/2" O.G. MAX o 2X2 P KET, TYP. ATTACH PICKETS AT TOP AND O 4'-0" 4X4 P05T, TYP. 2X6 TOP RAILING CONNECT TO MAX SPACING 2X6 OR 5/4 BOARD RAIL GAP POST IN/(2)#10X3" SCREWS BOTTOM IN/(2)#8 WOOD SCREWS N imunionmi __ 2X4 AT TOP (MAY BE FLAT OR VERTICAL) OR(2)SPIRAL SHANK NAILS EACH p - r cV 0 r t 2X4 BOTTOM RAILING CONNECT 141111* TO POST IN/(2)#10X3" SCRES 4X4 POST CU JSLUM � . ■ 1 . . ■ 1 _ _ _ 1 Q U ---M— IMIMINMMI El ►IM��� ____■ DECKING — V) . oI MAVEN ° ° DECK FRAMING \ GUARD POST V4-- ATTACHMENT 5EE 03/ 5EE GUARD POST ♦PENING SHALL NOT ALLOW THE ATTACH PICKETS AT TOP AND \ i A-12 ATTACHMENT DETAILS PASSAGE OF A 4" DIA. SPHERE BOTTOM IN/(2)#S SCREWS OR(2)8D / SPIRAL SHANK NAILS EACH 01 TYP. GUARDRAIL DETAIL to -o A-012 SCALE: NTS 02� GUARDRAIL RAILING AND PICKET DETAIL w A-012/ SCALE: NTS i o w v w w = Q 4X4 P05T5(PICKETS , Z AND RAILS NOT .. Z SHOWN FOR CLARITY) z• O N ILI a z tr 5IMP5ON HD3B OR EQUAL 1E2 y rz HOLDOWN IN/(2)5/8" DIA. U _1 0 GALVANIZED THROUGH BOLTS w K n W/WASHERS AT FAR SIDE U N DECKING tN- 1- AA0n ee N 1 Aw a (2)5/8" DIA. GALVANIZED THROUGH BOLTS IN/WASHEI o 2X10 DECK �im✓ ,,m',;a I _i O JOISTS 2X8 MIN. RIM JOIST W/(3) Z_ #10X3" STAINLESS STEEL �. I SCREWS AT EACH JOIST L co o Um wQ = ,9 o Q ~ , z m N a � Win 03 GUARDRAIL ATTACHMENT DETAIL "' - m o we A-012 SCALE: NT5 ;.--. Q = o � � ` I IIN gs j 202-CY�?,s ( k em— SHEAT O NO m SIDING THIS DETAIL IS PPLICABE E " WHERE FLJOISTSt �► �,,,, I� I ING FOR P L L TO DECK .- ISTS. WATER TIGHTNESS r o r- DECKING I;NG '; J APPROVED _b*1ST RS IN.. LEA GR WITH FASTENERS - or- 5 IN ACCORD CE WITH T R507.2 Jyli 'ry { Jff x HOLD N D ICE MIN 7 LB. CAPACITY FLOOR JOISTS - AT 4 L. ATIONS, E NLY DISTRIBUTED ONG CK AND ONE WITHIN4 OF EACH v-.,, END OF THE LEDGER, HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER H HO DOWN M FA TI RER, _J wn w v LLB° : . .11 ED ff DIAM R LAG 2 o SCR „ • E;l ILI ED WI MIN. '" PE JET TI• TO C T R OF TOP P <.TTE, STUDS, H $ 4°;. z Z.• '4- 01 LATERAL DECK BRACING o 1=.41_ A-013 SCALE: NTS a z 13- u1O o 19 U 0 _ Lij a ! r H O - LL (Ni a O � v O z4 o Li- a( wc� IO oQ - m z a Z W in N = m 0 W . . zQ , I mkn oIn0