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L. NOV 2 9 ,7;lir, qt. IExFIRES 6-30-18 1 j. d n. A_ 1 1h', To. i3.3i S( 1S' X.i 4 1' IMPSON 51FESON AS�PN DTTIZ -2x PT LEDGER DTTIZ ENGINEERING HANSON GABLE RAIL 0.-0.MAX I EN IGIN�ING :y SYSTEM Tir HOUSE \ VD I �`,II II II II II II II 3151 NE&NDYBL m % 2x12 I II��`�� II II II II II II II II 9JITE 100 JOISTS y� 2X FLAT BLOCKING 11/ 1 PORTLAND,CR 97232 EPGZ GA- 1 II 11 11 \�`�6 d's o EACH JOIST _ I I �1`.-%4.'-N II `\ i� ii it I I II II �/-- I i P: (503)230-8876 •x10 PLZ CA' -- II II I II /'I 11 \'5 2z1DEGK JOISTS(DJI1)C I I' 91EfMANEN(3NEEFB�4 BEAM PST 4 I< II II II II II ,< II II IIII II II II II AI: S$E- LTIII II II II II Il Ir\III II f/ II r 1111 sTRDN6nE R` II a IxzPrIlI1Pn II Il©I REVISIONS III II II II II II `II L J T =VSE EXISTING .6_a. ¢ 3i 1 W EAS55TINS I I _ 12P SO.XX IIT� - nj " II ' 1 16'51.%IYDffP 111 = 1 II II II 11 I,\ L_ L__I 0 -- ill ILII II II Ile l 0 © - L_J 6110 PT HF*1(081) L_3LICD \ DI In/ •EACHENO 2x0 STRINGERS 10,-0" , / 4._0," , eDECK ELEVATION RR:sEcr# 0NROY RE-5. SCALE: NTS 16-MU 05-332 r e DECK FRAMING PLAN CONROY RE. • SCALE: 1/4'=1'-0" IE OFFICE COPY ' 6 K e T-1 A g 5 CITY OF TIGARD o co REVIEWED FOR CODE COMPLIANCE Q C i PREFAB LLNTRALT« Approved:/ l v I PROJECT DESCRIPTION : (4)3/K-DIAx5'LAG OTC:C: t , PROJECT ADDRESS: BASE PLATE BY RAILING FEB. BOLTS AS SIY%W, 10286 SW LADY MARION PR. 5X54 MIN. LOCATE IN AX6 c J /� / 6�-�/'� /`— TIGARD,OREGON .�►► ►�.,1111•�111M•1 Permit#: J)- l-/-(�1.l! 1 (.. —it l l _c--. ) 1 I CONTRACTOR: I�1 I',,vangingz RICKS CUSTOM DECKS '� �Il 6X6&.JOCK W(21 Address: ^J }/�� `,' 4543 SE TUALATIN VALLEY HWY S MESON A35' I `^ `' C. S "' /c.cis) en S r 1(Y) NILLSBORO,OREGON 9/213 GLEN EA.06) Suite STRUCTURAL BI&3 , • SHEIRMAN EN61/ffi2IN,INC. 361 NE SANDY BLV05UITE 100 Date: PORTLAND, 1 91232 210 BLKG W(3)160 By: ) ^ OWNER, 102B6 SW LADY MARION OR SIDE RAIL CONN. nGARD,OREGON JY rYP. RAIL POST CONNECTION; 2%RIM JOIST W WS 2% -rl P=2001bs,M=2001(36")=1,200b-kis EXIST MALL NATE/SIDING IP aFt=1,2009.15'=1,920 IbsINSR O V,3/B'=243 IbsAn(2)=486 IbsDECK FASTENER INTO EMBED,D=1,920/486=3.95" LEDGER d JOT EACH BD 1 •STAR STRI`• • o ma BASE PL,FE=1200/.111 1,1'3=922 ks1 I PT 2X LEDGER W/(5) SAFE M ATE 16d 8 16'O.G.d(I)SD525x4" DECK! PT 2%12 TOP VIBN PROVIDE TREATER LUPBER 1 FLASH BEHIND SIDING I WOOD OCEANS 0 4B"00 STRNSBZ a M'OL. WR11N 2"EDGE DISTANCE JOISTS PER 10'MIN. EAB RAILING BY SYSTEM IS USED T'1EN51CN TOR GABLE TO A PNX LOAD OF I SIMPSON DTTIZ W/ 6xb 0066 MN 250-LBS.EACH I 3/B"X 6'LAG BOLT ►��►� (4)3/8'-DIAJ6"LAG I W/ABA66 BASE �'�.' LTS AS SHOWN I BLK'6 16D TOENAILS a B" PIS BASE PLATE BY RAILING FEB.PPG. NEW LONG FTG 5x54 MN. LOCATE IN bxb for, I►72►� Ili ►�. m - ►•�►� 2%65GABW16D•B' 2�1.--- 1►i l � ���'�' ��� c 11't �'1'.R\ OL.STAGGERD W SPANS SIrz" IfNI r, �6L=L=iIw 1L--LFIFIo 'LFIFnrl=L.==L=1a 2X12 SLAB TO V I L B'-0' Ell ■ cBACK W!Ws 1 11 • \ - PT 2XB MOSILLW(2) ►moi a6 -A5 5HOY44 Uyif \��11111 - - 0256"EXP BOLTS =Fr � G (`���QI !T1.-1147, I-11-11 1RI1 1 11 11 11 (l-0r'SPAN MAK) N ""^^""' 51PPED/lx TIL JI-111„ ILII - =-I (2)/4�RE2 5054 END, III WLEDUS2 FINGRS TO AlmDIAL. a "a 4 o fit^c 1rLJ1 VJ ADJUSTABLE STRINGER I - " 2X JOIST PB2 RAN 2x STUD WALL o 16'O.G. BLDG.PER PLAN • " - _ GOMSGTOR•EACH -I_ s1MPsoN w 2I0 MGR. 11-28-16 a STRINSB2 I/0' I 14 CONT REINF %STAIR SIPPrAN PL4Z'LAP • f1. 50.FTG.PER PLAN X W V D 2X6 SLAB •B" WIDTH°12" AT POSTS 00.STAGGERD W SPANS 3'-0• PLAN 2, STAIR GONN. ® LANDING E LANDING PAD @ STRINGER 1'=1'-0" S1 RAIL POST/DECK CONN RAILPOST-ALUMSCALEI•=I'-0• 0DEGKoJOIST/WALL CONNECTIONALONEN GONG FOOTINGEND STAIR3 SCALE. SCALE HO 55 CF - I NOTE: 1,1 LAYOUT IS BASED ON BEST _ , (I MEASUREMENTS AVAILABLE AT TIME OF DRAWING CREATION. d A FIELD VERIFY ALL DIMENSIONS "11 1 1 AND ADJUST AS NECESSARY TO [ � 11 1 FIT EXISTING CONDITIONS. OIl \ � II A 4/I // 10' // 4�2�� , i � 1 tt II 1 2 EQ. SPACES (=5'-4/2") w e ® o `, DECK O O 1 11 w1,� g \ \ M O A 1, M 4-HOLE END PLATE O ` M TO POST W/CAPtt I Vii (SEE D5) O �`� E1 O a ' Q (I USE 120" (10')TOP RAIL 1c ©1'IN THIS SECTION ' wN 1 3 4, � 4 _ si ® ® 4- I2 \-- IJ, -------- -:-:�__.- ------EW-= _r_T ___.___.� \ \ 5' 4�2" 2 EQ. SPACES (=4'-7/2") 4�2 // X 1/ NOTE: STAIR RAILING TO FOLLOW ON PHASE 2 / 10' / AFTER CUSTOMER PROVIDES STAIR INFO VERIFIED IN FIELD. J - RAILING LAYOUT .E: 3/8" = 1-0" 72" MAX. POST SPAN / / SERIES 200 SERIES 200 /4'SQ. TOP RAIL - TOP RAIL ---\‘ PICKET \ H U) w O -I 0 3/4'SQ. PICKET I ' CT) mZ U � � - L L ' IIO O � a X Ho Z _ w , �i ' 4"SPHERESHALL � m U O O Z N NOT PASS THRU --\ M H = co 1 FINISH FLOOR \ • )CKING REQUIRED POST LOCATIONS. `rI` 4�2" FINISH 1 374$"GAP 4"SPHERE SHALL SCREWS MUST BE MIN. FLOOR (TYP.) NOT PASS THRU Y EMBEDDED INTO / ' / / SOLID WOOD ICAL SECTION VIEW TYPICAL ELEVATION VIEW • SERIES 200 TOP RAILS #10 X 5/"SS PAN �fi ja-kK ,may 3/31 102 8 C SW La, 146w;014 Or. N --t-- 5 T;#444 i 97-X2-'1 f* 0 M ^i`�� _ VI 1y M , -- 0 .4-- -: ils1 yj T / %e....- T l CO Pt vt.- S %.144/7V tigl / t*•s ‘1.' V // ' h i t 3 `r) t1' 139. °a i t ,�� CITY :t iSARD Approved by Panning Date: H f 2'1 i 1 0 l Initials: ,M i3 Jam t LAY\N 'oy e• 3/31 r I "Ci" 1028C 5W Lay Moat';ci Or 14 ----1--- 5 T,# L 97-22.1 ‘ 57-., a --. 5 9 13` . eI ' h 1M ...---.-:—. ...________ _ , ' escr"t:>,:, / I, 3 ( I (//V ---\ ::::2 /c) CID Ori'` �� cl // '"---1 h ) 3 I _ t ' 134. °° CIrttrif I'1'GsARD Approved by Planning Date: Ii/ Zcl/ ( so ` Initials: i'''16 /00 t� s1 t 57`). 1 Q-Gv7i Iel #r? e') / Algt P Oc4ck �.t14. • Lilts.. W ��/ I,cI, li,ovr wrack 0e-4-ktv`r (4,...."...4 O n 1 ` & / i�, lt�s 6ck�t- RAI Sys % jr- \:,`\ ---- Lear" 1. �.' \\ \\ y' 14( \\ Ate. ci r i ,,, Com"' \\ - � tat" 0, P;r - _ / 3 IGS — `, a—) 1 6 ii • C.0711....g. _____,..4‘....______ .._.________,___ _ ., 1.. ,....t.2, „ , , „ 1,441 tk c, fl')- 05" Jb� - ' I 10 i T , ,,,,,,.„,6.,„,.... 4,....... Ate. y"sP ',- II T 41-a?k' _ .. . , k-6 Tt (0' t--