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Plans .--) /6c9 5// 90771 P1.- IA NOi7rr1 - 50' 7'- / / ---r / / / / / DRIVEWAY / / / / 13'-1' I / 14' / 93' / EX.,RESIDENCE: 100' DECK "- 10'-8"---/ /- 26'-6" ‘5 1 1 g) 0O P. I ** .1 ".0 I t"..eti R. 1wW iA I� 22'-10" �� ; W ,...1 1. ..1 O FC I ii‘------ n o 'i' ---\ c7 'T"`i I �_ a„, , E • r 1 :It.a. -____ N ; o F1 i 70'-8" r o o 4Vw TIGARD Approve ?tannin x a 0 g FoEo Date: 5/2 Vi-s o w z Initials: ►m_g L 8 2 02.-' 5./..) z � � oo == CONSTRUCTION S�,�K, V WA1 'UNE' E. Z r ntrRMIGF O © DRY WELL s SL�V�R UNL= OI O U r.0 HAN/lax ►••••••• GOVERwD5TOGK PS PROP05PD5tW�R Q w 111111 �.∎...... 4 PILE RR WTER — GiTGh DA51N P W PROP05CD WiTrR `� a z x w O ■■■■■ ■ WORK MIT-MIL Mrra .111==':-. PROTrGT/ON I I I I WOOD CUP°RMP 0 O > - !■■■■■■■■■■ STORA6E C — 0 511-1 PPNCr wn C SnEL'> D�5/6NED; riwr� 2 w w w Shpt /lorie Designs JAMf ' CAirl-IN WIGKff 0. OF 9824 W.GOTt1 MT,POMAND Oil 91219 .GALE; 1"-10'0" a 8°° °a' 6 TIGAi TJ) OR' 9722'1 ,.m �■ o w w.,) 15-649'5,� (FAX)28120 PILE N/t/�E: jcc w a Led er NOteS: SIMPL HOME DESIGNS ASSUMES NO RESPONSIBILITY In FOR THE ACCURACY / VAUDITY OF CONTRACTOR / OWNER g n 4" SUPPLIED INFORMATION. THE CONTRACTOR / OWNER IS S"IiOAAE DESIC;NC Attached w/ (2) 1/2 x 4 Lag RESPONSIBLE TO CHECK THE PLANS, EXISTING SITE ThiNE OUT 01 NE Kg ++ CONDITION, QIMENSIONS, AND TO NOTIFY THE DESIGN - Screws (1080 # ER-5883) © 16 0C OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO and (4) 12d Nails © 16" OC. J THE START OF CONSTRUCTION. DISCREPANCIES MAY RESULT IN ADDITIONAL COST TO THE OWNER. . If into conc. use 4" x 41" Exp. z Bolts © 24" OC ° E mac Li y�h N Y L GL< a E 4 Footing Schedule: FEmc 'E F-1 = 8"d F-2 = 12"x12" NORTH ".,== E 1; F-3 = 16"x16", F-4 = 18"x18" x F-5 = 20"x20", F-6 = 18"x24" b r a E c Depth = 18"min. D4.0 1. Post Schedule: a E gill' " P-1 = 4x4 € v P-2 = 4x6 P-3 = 6x6 All Posts are PT #2 //////////////////////////////////////////� All post to beam connection w/(2) ABU 46Z Beam Schedule: i w � N B-1 = 4x6, B-2 = 4x8, V N B-3 = 4x10, B-4 = 4x12 / L4 N B-5 = 6x8, B-6 = 6x10 `' Q� . ' B-7 = 6x12 '' l- All A beams are PT o....4 Q No Joist Schedule: D3.0 jl'''' J-1 = 2x8, J-2 = 2x10, �I///////////////////////////////////////////////////////////////i.. ' .I 0 J-3 = 2x12 Joists PT © 16" 0.C. K Brace: K = 2x6 w/(3) 12d galv nails per joist attachment attached Pi NI to ledger w/(2) Lag Screws X Brace: X = 2x6 w/(1) 3/8" DIA. o THOUGH BOLTS Lags (TYPICAL " AT ALL B-6 BEAM/POST. •., DECK E I' . pecking Material: PLAN(s) W to _ 1X6 IRE DECKING MATERIAL VAIN F R A N I \ G DEC . F R A N I \ G DATE OS/1E/1S 0 N SCALE PRO.L NO + 36" 1/4 - 1-o j O U Handrail as req'd, 36 high D,Aw1, CKED 1 /4"_1 ,_O" m,m NV I— X1 . 0 El 1 of 5 } o Ledger Notes: Attached w/ (2) 1/2" x 4" Lag S raw our ar 4 MC - Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. J\ E . If into conc. use 4" x 4i" Exp. r z E Bolts 24" OC � �0, a _ "'�Da E 5 Footing Schedule: $�mo = 'E F-1 = 8"d F-2 = 12"x12" ra3 1 E t r� E ; F-3 = 16"x16", F-4 = 18"x18" B i„?a F-5 = 20"x20", F-6 = 18"x24" Depth = 18"min. D4.0 E Q Post Schedule: a o B a P-1 = 4x4 . E = t P-2 = 4x6 o � « � a P-3 =All P o s t s xa are PT #2 \ All post to beam connection Ledger, See Note w/(2) ABU 46Z la Ledger, See Note ^1 Beam Schedule: N B-1 = 4x6, B-2 = 4x8, B-5 = 6x8, 8-6 = 6x10 0 `, . . B-7 = 6x12 _ 1 l� All beams are PT A �I - j� Ledger, See Note � Q no D3.0 2x10 F T joists ' �I� ~ 0\ h� Joist Schedule: C� 1 s" oc ��O////////////////// i._ '�' O J-1 = 2x8, J-2 = 2x10, J-3 = 2x12 Joists PT © 16" 0.C. I F-4 F-4 O 0 n I ID P— ,3 '3-6 B-6 P,3i o�` in rC/i I K Brace: 1 1 "t 't1 c K = 2x6 w/(3) 12d galv nails \ `�'\ - `,'\ \ t per joist attachment attached k to ledger w/(2) Lag Screws 2'-O" 16'-0” 2'-O" / / / / X Brace: 20'-0" X = 2x6 w/(1) 3/8" DIA. / / o THOUGH BOLTS Lags (TYPICAL '.�,c ID oi AT ALL B-6 BEAM/POST. 1- FRAMING aa) CI_ . pecking Material: PLAN w CO 1X6 IRE DECKING MATERIAL 'M A I \ F R A V I \ G DECK F R A vl I \ G DATE o5/t°/'s O N Handrail as req'd, 36" high '/`�''_a. C A O o° 4 «m 1 /4„_1 ,_0„ Tmn a_ 2 of 5 O Ledger Notes: � �ESlcr�c Attached w/ (2) 1/2" x 4" Lag TEIMK OUT OFTHE BOK - Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. E . If into conc. use 4" x 4i" Exp. Z W Bolts © 24" OC E o cu.o� a Footing Schedule: vgim 00 s F-1 = 8"d F-2 = 12"x12" ago F-3 = 16"x16", F-4 = 18"x18" �`^ ; 0 ,gv.a c F-5 = 20"x20", F-6 = 18"x24" Depth = 18"min. i N W e a" s• Post Schedule: g i a .E P-1 = 4x4 P-2 = 4x6 � � � � P-3 = 6x6 All Posts are PT #2 All post to beam connection w/(2) ABU 46Z Cross Section `` 11' Main Deck �tl N Beam Schedule: k, CtN - B-1 = 4x6, B-2 = 4x8, V ' N B-3 = 4x10, B-4 = 4x12 N B-5 = 6x8, B-6 = 6x10 , C . • B-7 = 6x12 t�l All beams are PT Ha drail .rdrail O 0 fitted For 1 arity `` ll ry rJoist Schedule: J-1 = 2x8, J-2 = 2x10, J-3 = 2x12 \ -4 ti■ Joists PT © 16" 0.C. K Brace: t K = 2x6 w/(3) 12d galv nails t per joist attachment attached i.'c4 to ledger w/(2) Lag Screws 0 P-3 continuous X Brace: Posts O X = 2x6 w/(1) 3/8" DIA. ABU 66Z Bracket set in o THOUGH BOLTS Lags (TYPICAL poured concrete 18"x24"x24" > Bracing 0 AT ALL B-6 BEAM/POST. • CROSS a _ Decking Material: SECTION(s) w 1X6 IPE DECKING MATERIAL 4 i \ DATE OS/18/15 o F-6 F-6 c`I SCALE PRO,L NO Handrail as req'd, 36" high '/� ,' «� CROSS SECTIO \ A/33 . 0 3EC < m m, D3 . 0 Vz o 3 of 5 " 1 Ledger Notes: Attached w/ (2) 1/2" x 4" Lag • Screws (ICBO # ER-5883) © 16" OC mu OUT OFInIOC and (4) 12d Nails © 16" OC. . If into conc. use 4" x 4k" Exp. Z fi Bolts @ 24" OC 0 P EIgr. N L L c:,,,•=- e r,r C E Footing Schedule: a;mo F-1 = 8"d F-2 = 12"x12" �' 1 3 4 E .. r.r_7 3 F-3 = 16"x16", F-4 = 18"x18" Vs";� i 3 F-5 = 20"x20", F-6 = 18"x24" Depth = 18"min. °` E Post Schedule: - . 2 v S P—i = 4x4 - ` f ai§ 4 _ xd P-2 = 4x6 P-3 = 6x6 All Posts are PT #2 All post to beam connection w/(2) ABU 46Z W � Beam Schedule: 0 V N - B-1 = 4x6, B-2 = 4x8, B-3 = 4x10, B-4 = 4x12 L B-5 = 6x8, B-6 = 6x10 C B-7 = 6x12 See Handrail, Detail ' l`{ All beams are PT Cross Section ,`y Q Nol (Remodeled) 'J Joist Schedule: Ledger, Main Deck B loc kiig O J-1 = 2x8, J-2 = 2x10, see notes J-3 = 2x12 h Joists PT © 16" 0.C. X LU 2 P-3 continuous 1v^l K Brace: x X Posts �J V K = 2x6 w/(3) 12d galv nails t per joist attachment attached P to ledger w/(2) Lag Screws ABU 66Z Bracket set in poured concrete 24"x24"x24" X Brace: X = 2x6 w/(1) 3/8" DIA. _ / 0 THOUGH BOLTS Lags (TYPICAL lri AT ALL B-6 BEAM/POST. v • E CROSS F-6 a- SECTION(s) w Decking Material: LD iXc, Ir L ILL:KING MATERIAL DATE ° 05/10/15 0 N SCALE PRa.NO Handrail as req'd, 36" high CROSS SECT I 0 B /D 4. 0 DE C < 104 1 o.CHECKED O rnynn ml I- I /4„_1 ,_o„ D 4 . 0 o 4 of 5 J8 16" MAX. 4" MAX. / / _ / / IPE IRONWOOD S HARK OUr or DESIa C . _.-ELLIPTICAL TOP FASCIA BOARD (3) #12 W.S. TYI P. 4X4 POST 4 o • X o s 4x4 RAILING POST y m TT22 HOLDO :MAHU�ANY ORIZONTAL APPLICATION ow.°m a E /- 8 METAL PICKETS 4X4 POST 3 mo I;W e ,\, �3) #12 W.S. TYP.� _ h a - 11"X4MAHOGANY 1X2 MAHOGANY U c u 1X6 IPE DECKING MATERIAL TOP OF RAILING o a g. E i 4 B 3 .E 2x8 RIM ca G L' ce N a (3) #12 W.S. TYP� "x FASCIA BOARD JOIST ATTACHED TO LEDGER ATTACHED .6 RIM JOISTS-\\ TO HOUSE BEAM PER PLAN L4 '1' N I -■_____ k N DECK RAILING DETAIL HANDRAIL POST DETAIL WHERE JOISTS NO S19� ARE PERPENDICULAR TO HORIZONTAL FORCE > E4 C3\ ii. NOT TO SCALE Sjp, N O Ni te Iktiormillo I ....---ELLIPTICAL TOP 4 z-' 1 V C/ F footing Details Q1'4x4 RAILING POST 1 t Nome Figure 4x4 Figure 4x6 Figure 6x6 1^ F-11 ® 4x4 on 8"d `V i"X4MAHOGANY P k 1X6 IPE DECKING MATERIAL 1X2 MAHOGANY F-2 ® 4x4 on 12"x12" / >> (2) 2x8 JOISTS - TOP OF RAILING 4 scale (1) EA. SIDE OF RAILING POST ....mil F-3 ® 4x4 on 16"x16" ® 4x6 on 16"x16" E 2X8 BLOCKING o a ''1' 1'1 2x8 RIM -* rillikratiri' x FASCIA BOARD vi V vi HD2AHDG HOLDOWN: F-4 � ® 4x4 on 18"x18" ® 4x6 on 18"x18" ® 6x6 on 18"x18" NOTE E HORIZONTAL APPLICATIO (3) #12 x3" SCREWS g n. (2) " GALVANIZED THRU- PLAN(s) w o BOLTS W/ WASHERS /1 F-5 ® 4x4 on 20"x20" ® 4x6 on 20"x20" Z 6x6 on 20"x20" `o BEAM PER PLAN DAM Osra/is o N SCALE PROD. NO O Z.. F-6 Di 4x4 on 24"x24" ® 4x6 on 24"x24" ® 6x6 on 24"x24" DRAM OIEOLED DECK RAILING SIDE DETAIL """ '" r� D5 . 0 V 5 of 5 ) 8 A4512 , (5 -ie:30084