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Plans (37) /I4STd-c)/2---G --Fet tA27c 5w 1--&,N71-- SITE PLAN RECEIVED t►` E C NORTH OCT 2 2 2012 CITY OFTIGARD BUILDING DIVISION 80'-6i" 142' 22, 190` I. \#$ (E) RESIDENCE 7' 10'-0w DRIVEWAY 4" CONC. 205' '4\) n(S� am.ROWS DEEMS 0 IMRE Iron TRS ACLVpACT OP TEE * TOPOGRAPHY RRORKATIOU. IT 0 TER SOLI AE�0A0ro2[Y Of THI �7 .' 11"' TIM SITH AND WORK MORO Or MIT POTENTIAL raw RODIPTCAITORL (tel 2222M CatinAlFiCr" ®STIFIR O SHY EW) WEE LIN SEVER LH/E -. ao- coYElao Eroca rAtmotsPROPOSED SEWER r"---1 �._ .+. PHs EB W C#'R$HAWK �� �T�i WA PHOlif770R CORD RAMP WIT PENCE S fI l DE MC 7 Simpl Home Designs e/� STEVE LOEWER �� MINK OUT OF ME NI W! I I s�.NrK 1R ramal el ►2u SCAR:i�=8,4::r 12275 SWP TIPPITT PL 1 1 pop aoNEoa pQl aa-"-" N� TIGARD OR 97223 Ledger Notes: Attached w 2 x 4" RSS La SIMPL HOME DESIGNS ASSUMES NO RESPONSIBILITY / ( ) g FOR THE ACCURACY / VAUDITY OF CONTRACTOR / OWNER ` Screws (ICBO # ER-5883) © 16" OC SUPPUED INFORMATION. THE CONTRACTOR / OWNER IS NORTH RESPONSIBLE TO CHECK THE PLANS, EXISTING SITE and (4) 1 2d Nails © 16" OC. CONDITION, DIMENSIONS AND TO NOTIFY THE DESIGN OF ERS, DISCREPANCIES PR TO If into conc. use i" x 4k" Exp. THEASTART ORF CONSITRUCTION.R DISCREPANCIES MARE ULT O Bolts © 24" OC IN ADDITIONALt AL COST TO THE OWNER. f, Footing Schedule: 8 `� N F-1 = 8"d F-2 = 12"x12" S a c F-3 = 16"x16", F-4 = 18"x24" F-5 = 20"x20", F-6 = 24"x24" i Depth = 18" / Post Schedule: 4 .1 A P-2 = 4x6 / _ 6 ., P-3 = 6x6 0 int� a All Posts are All postto beam #2 connection w/(2) AC4 j Cl n''a (?) Beam-Schedule: "*i '.4 N B-1 = 4x6, B-2 = 4x8, / Z4 N B-3 = 4x10, B-4 = 4x12 \ //����/�l///���//���/��/�����///////1///����/����///1//��1���///��/�������//////���///���������/����/������������//l�lf/���/�1������//��//V�//����/rte/ . \ y k B-5 6x8, B-6 = 6x10 ' ' B-7 = 6x12 T n All beams are PT (:) "n� Joist Schedule: C�i O J-1 = 2x8, J-2 = 2x10, C' J-3 = 2x12 o Joists PT © 24" O.C. o N K1 7 K Brace: K = 2x6 w/(3) 12d galv nails ND: N per joist attachment attached gyp,, ` i� (V to ledger w/(2) Lag Screws ti �1 1, X Brace: ♦ 0, cl,� w X = 2x6 w/(2) 5/16x5" RSS 0 w Lags per attachment m > t> 1 11 / If 1 1/ If 1 Yt 1 >f O Decking Material: 2 —0 8 —0 2 —0 18 —0 / / / / //-d / 8 —0 —0 / J ]X6 IPE'2, :KI�' l 3 ��M , _ _, DECK m 42'-0" PLAN(s) N Handrail as req'd, 36" high / DATE 10/18/14 N SCALE PROJ.NO 1/ 1.-0- . O DECK PLAN DRAWN CHEF mwm ml H o -I 1 of 5 ° Ledger Notes: i- ' SIMPL HOME DESIGNS ASSUMES NO RESPONSIBILITY I` Attached w/ (2) 1 x 4 RSS Lag FOR THE ACCURACY / VALIDITY OF CONTRACTOR / OWNER Screws (ICBO # ER-5883) © 16" 00 B SUPPLIED INFORMATION. THE CONTRACTOR / OWNER IS NORTH RESPONSIBLE TO CHECK THE PLANS, EXISTING SITE and (4) 12d Nails @ 16" 00. CONDITION, DIMENSIONS AND TO NOTIFY THE DESIGN „ „ OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO c If into conc. use x 4 Exp. THE START OF CONSTRUCTION. DISCREPANCIES MAY RESULT IN ADDITIONAL COST TO THE OWNER. 't 'a Bolts 24" 00 N Footing Schedule: m r F-1 = 8"d F-2 = 12"x12" o �1 s coo e E F-3 = 16"x16", F-4 = 18"x24" R 4 F-5 = 20"x20", F-6 = 24"x24" e 1. Depth = 18" e d Post Schedule: s ilf P-1 = 4x4 A \)\ e v "e d .. P-2 = 4x6 � ux � a P-3 = 6x6 All Posts are PT #2 All post to beam connection w/(2) AC4 Beam Schedule: C N B-1 = 4x6, B-2 = 4x8, y N B-3 = 4x10, B-4 = 4x12 %//////////////////'1/77/1///////////7//f//l////////////ll///////////// /////////////f17/////////l////'////f//l////////�//////////////l///./////////% B-5 = 6x8, B-6 = 6x10 Ledger Ledger Ledger B-7 = 6x12 n All beams are PT ''"� 2x10 PT joists Joist Schedule: o 0 16" oc1 016" oocjoists l O J-1 = 2x8, J-2 = 2x10, J-3 = 2x12 00 J-2 J-2 Joists PT © 24" 0.C. P-3 P-3 P-3 P-3 '-3 rel D9 D4 1>4 DI ►4 N� t K Brace: F-4 F-4 F-4 F-4 F-4 ^1 K = 2x6 w/(3) 12d galv ngil- lh.,,, ` v per joist attachment attach`. rr�� (Ni to ledger w/(2) Lag Screws- v1 k \ / U) z 0 X Brace: w X = 2x6 w/(2) 5/16x5" RSS 2'—O" 8'-0" 11'-0" 11'-0" 8'-0" 2'-0" a Lags per attachment / / / / / / / 0L .Li z Decking Material: -J a '= X6 1 .;KIN ''] '_ FRAMING m PLAN c - LN Handrail as req'd, 36" high ^1E 10/18/12N SCALE PRA.NO 1/4'A.1'-0' A O DECK P LA\ DRAWN CXECKED mom ml H Z 1/4"=1'-0" p a 0 2 of 5 /\/ PV b ��L+ O O, 6 L O r V M I N > \ a v Handy it & Guardrail / 0 ted For Clarity ° E d `w V fi w / d a iv,,, gt C . l f44N 1:14 R > . \ / . > \ / 11,41 b1:11 0\ cl,) � � • W P-3 P-3 P-3 P-3 -4 Continuous X Bracing Continuous X Bracing Continuous X Bracing Continuous . X Bracing Posts Posts Posts Posts t l i kCA . i:44 . z FA .rte. _ - ----------------- F-4F-4 F-4 F-4 F-4 F-4 w x CROSS 5 SECTION N CROSS SECTION A/C - 2 DEC < QA1E ,o „2 SCALE PROJ.NO a D 1 /4"=V-0" DRA maml WN ml I—CS g Q 3 of 5 • 2x8 Doubler y s I El e e s A3 Cross Section $ 38 vi ' Main Deck v m s W P. Fri X X Handrail & Guardrail & rs Omitted For Clarity _ a .E s EPB44T i ! z a 1uununu=1. /uug—uuunu uu=nuuu=nn u„°��4.114112.7°n °0\ LU24 on Top Ledger, / / see notes i%1 rn 6'-5.5" (MIN 5'-0")6'-5�" K / i STAIR FRAMING DETAIL LU26 (2) Acs �T� A,, �j No Sria F "',! Si94 , w i..1,4 Z Q � Handrail & Guardrail . C Omitted For Clarity p-3 I lel See Handrail, Detail CONTINUES Co A r,., 1" -4 3' 1.14. Itc.) "[. ''''''''''&N X x See Detail for Stairs k N Ci. Middle Stringer, attach 2x8 each side. ABU 46Zy z w Zii o F-4 w m 0 X Bracing CROSS aJ. m SECTION(s) N i A CROSS SECTIO\ 3 - C/2 DIC < DA� '°"8"2CV SCALE PROD.NO GRADE ,/4".1. O 0. el • NI DRAM CHECKED 1 /4"=1 ,-0„ mw, ml Fo CS2 0 4 of 5 J . , Stcir Detcil "X6 HARDWOOD TOP �----.1 4" MA/X. IIII 1X2 HARDWOOD ' TOP OF RAILING --"1"X6 HARDWOOD TOP I. o Stair jacks © 16' o.c. cut from 1X2 HARDWOOD W I 2x12 pressure treated 4x4 RAILING POST 4x4 RAILING POST TOP OF RAILING w e h hem/fir #2 a ,' `:v-\ 0 a 9 ! "X6 HARDWOOD TOP /- ALUMINUM PICKETS c o �1 2xrim or side joist N 1X2 HARDWOOD ti "' M 5 2x joist I 1X6 IPE DECKING MATERIAL ti 11 �� (2) 2x8 JOISTS - TOP OF RAILING � "�' 9 min. run liti (1) EA. SIDE OF RAILING POST I. "X4 HARDWOOD "_1X2 HARDWOOD :at n.6 totr'm II 8 max. rise 2X8 BLOCKING �� l�` 2x10" RIM 1X6 IPE DECKING MATERIAL TOP OF RAILING s . o E/ p ,� ) x FASCIA BOARD = _ E .a w/4 #9x3 WS HD2AHDG HOLDOWN: ��j�'�,'ii J /- 2x10" RIM vaa (3) per stair set 5 1/2" mi . HORIZONTAL APPLICATIO 1 (3) #12 x3" SCREWS x8 pt Osatradr A35 (2) i" GALVANIZED LAG x FASCIA BOARD BOLTS W/ WASHERS :EAM PER PLAN BEAM PER PLAN Spans over 6'6" to be supported DECK RAILING SIDE DETAIL W with either (1) 2x6 att to each N^ stair jack, or a 4x4 pt post with St94 footing l DECK RAILING DETAIL NO SCALE S194 41 I t c'\ 16" MAX. O f�4J / / IPE IRONWOOD C c) FASCIA BOARD (3) #12 W.S. TYP. 4X4 POST lel X` ootlnc etc lls TT ,�--D 22 HOLDOWN: 'IDi HORIZONTAL APPLICATION *� Name Figure 4x4 Figure 4x6 Figure 6x6 4X4 POST -- + 1 h� l \(3) #12 W.S. TYP. _ N F-1 0 4x4 on 8"d - N F-2 ® 4x4 on 12"x12" t \ C/) l`I 1 /4>7 scale Z F-3 0a 4x4 on 16"x16" ® 4x6 on 16"x16" o lo w 0 (3) #12 W.S. TYP._\ w F-4 ® 4x4 on 18"x18" ® 4x6 on 18"x18" ® 6x6 on 18"x18" o JOIST ATTACHED TO LEDGER ATTACHED NOTES a F-5 ® 4x4 on 20"x20" ® 4x6 on 20"x20" 6x6 on 20"x20" RIM JOISTS TO HOUSE PAGE (7 tV DALE o 10/18/12 N F-6 0 4x4 on 24"x24" ® 4x6 on 24"x24" ® 6x6 on 24"x48" 1,4 1%4r ALE `8201�No O • DRAM CHECKED HANDRAIL POST DETAIL WHERE JOISTS mvnn ml 1-- ARE PERPENDICULAR TO HORIZONTAL FORCE NOT TO SCALE S194 \ \J Q 5 of 5 .} o J