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Plans (39) *" CITY OF TIGARD )=' REVIEWED FOR CODE COMPLIANCE f Approved OTC: f j ,. r. tiTil Pcrmit #: rnct-an1c-00,3 J -° " Address: 13 9-L1-7 ,S w 13 r_in. c_11V + ��' �" C.; Suite #: By: Date: 1,) 6 10 3 61 ,, 19 2 2 21 &27/6' 4 278' '1 6II 12 I 1 li h, r 1 C LI c.r,c o custorrar: A-N p, PLAN VIEW , 7' 08/01/2016 Scale:see legend 10 12 04\ / zo* \i, ,\ ,,\ \ s* -ci•— \ \\'\ \ • \ ' •*- \ \\\ \ \ A. , w -7--T\ \\ \\\\, \ \ ,A, , \\\ \\ \ \\\ %\ \ \ \, \\\V , \ k\ \, 5 ,\ \\ ,\,,„ , (.1 \\\\\\\\\\ \\ \ "g g § CI w in \\\\\\\\\ \\\\\\\\\\\\\\\' \ \ \ g co 8 , 1 I _ . 57sIg * I 6 58 <''� ?1 /�t „ h M A i 1)„,7( 6-16 PbsTs •..1. )( , , lc 1 • �° • : (b) L l7 C.-P,-1-"'''5 W 1 _ 1 s 1 (,fto :t3ea+wLSl 1 to g I j : 1 II r-2-w, -gip •� I iv!1 i i 7/ i �' i, ,i,, El , N 1 ' ' /11 (i h ( i ,' 7 I I 1 ' , 1 '11 11 11 [ I II i I'l ' 1 1 ' 1 i'il 1 1 ?1, , 2 r ! 1 . , - , , , ,,, , , , , , ,,, , , ,„,.,,,,,,„,_ 1 12 t ;Iti a 44 1 .. : 1 ', 1 j �.i r� i wl1 1 .. ,,____, , , sf 1 , _ . , ,my�'� ..ml u'" H ± ==.. 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(E) 2x RIM JOIST 2x DECKING NAIL OR SCREW ow_ 4 DECKING TO LEDGER. I N I'• • II \ I JOIST PER PLAN SIMPSON LUS28Z (E) WALL SHEATHING SECTION • 1-1/2. = 1'-0" PALLSTRUCTURE BY DATE Engineering LLC CHK BY DATE 7140 SW Fir Loop,Suite 231 JOB NO Tigard,Oregon 97223 v:503.620.4314 • f: 503.620.4304 SHEET OF 2x DECKING (\ ,>C,>` 2x8 RIM JOIST v�Z 6tvc,k,�/� JOIST PER PLAN - �, ` r" 'rCR 1 o1\-- Gepow S At TOE–NAIL JOIST 14 TO BEAM H2.5Z , \____.\— BEAM PER PLAN 0 SIMPSON COLUMN CAP \— COLUMN PER PLAN , SECTION 1-1/2" = V-0" AsALLSTRUCTURE • BY DAA i Engineering LLC CHK BY DATE 7140 SW Fir Loop,Suite 231 - Tigard,Oregon 97223 JOB NO v:503.620.4314 • f: 503.620.4304 SHEET a of S tioef,EF- 5 • • /1(9 Tli- .b 2 /1ae7: I tSP0,41 C) -0 klA 4 it Cl-to 1t j4AA• 57e--17/ ,e-Ye41.3 Is • e 001._on ittAK. 3 o e._ 1-6 ie 0 — (Du M • ,• ' • A „____ r. T. 41 )(8 Oi.,./ A/ ) T. t{r *2 4-X6' i ' 96z. 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' C8101/2016 _.. — Scale see legend 01 4 10 12 I ' . • rilir • 01 0 RAILING SYSTEMV THESE DRAWINGS ARE ONLY W/POST 4Y MIN HEIGHT REVIEWED AND STAMPED FOR AND 5'-0'max C/L SPACING. R POST CONFORMITY TO STRUCTURAL r� r�� EXPOSURE M.80 MPH MAX GHT. REQUIREMENTS. �,I= pram MAX 35'BLDG HEIGHT. 505%3/8`11 BASE PLATE I (45)5"LEDGERLOK FASTENER I �I� '1.I DECKING .. o / 10-3111A DOUG FIR 2X FRAMING >o D (4X)SIMPSON A35 .� L E31, DOUG FIR 656 BLOCKING Al° c 0 '-' WITH(4) 16d EA END P Pt LAN VIEW — TYP DECK FRAMING RAILING SYSTEM W/POST 42^MIN HEIGHT AND 5'-0^MAX CA SPACING, R POST EXPOSURE B.80 MPH MAX WIND. MAX 35'BLDG HEIGHT. 5X5 x 3/e^ ()SECTION AT FRAMING BASE PLATE GRADE 5/16-CADMIUM St 3"..1.-0' PLATED STEEL SCREWS (CO 5"L ENER FASTENER AST FASTENER EZNIAILIMIWIIMM DECKING Ell I DOUG FIR PERIMETER JOIST 7 DOUG FIR 6X6 BLOCKING .y WITH(4) 16d EA END I 1 ilitillik"Frir (2X)SIMPSON A35 , , ()SECTION AT PERIMETER Thew drnlege OM the properly of ProciBm Roll of Oregon oM ere not to M reproduced In any manner,exalt•6R the p,mlWan of ProelNm Rae of Oregon. 0 R 0 . AL PROJECT DATE ALUMARAIL RAILING SYSTEM BASE PLATE MOUNT PRECISION RAIL OF OREGON Q CONTRACTOR SCALE AS NOTED WD 10735 SE FOSTER GRESHAM, OR 97266 PHONE 1 DRAWN BY: SHEET NO. OF (503)512-5353 REV./ I AC110N 1 BY/DATE V ; mini i I ...."------------#8 X.75 SS FH SMS 4I a END CAP(6005-T5 ALUM) 4 110 TOP RAIL(6005-T5 ALUM) ''';%;--------- #10X.75 SS PH SMS „� � BIRO_ TOP RAIL INFILL(6005-T5 ALUM) ® PRECISION RAIL , 0 10736 SE PORTLAND OORREOONO/. ✓ POST(6005-T5 ALUM) / i I i" 1/8TYPE 316SSCABLEWASHERS, ANDNUTS VINYL DOME CAPS ® / #10 X.75 SS PH SMS 0 � 0 �/ - / / // RAIL CONNECTING BLOCK W • �' ' - i / / (6005-T5 ALUM) I g 0 � / 5X5X1/4"@ 36"RAIL J ® / i / / - 5X5X3/8"I 42"RAIL m < O /� �� / � j BASE PLATE(6005-T5 ALUM) 0 all 0 o o / 0 6 6 o p % / ./ -- B 1/4"O X 2 SAE GR.5 FH SD TORX CD N 0 / /- / (4X)(�36"RAILING CV =1 ® % / (6X)I 42"RAILING 1n H ® 0 .00 i/ / 4.2 W 0 -- �� w 0) G 0 0 I. b � JBOTTOM RAIL SNAP COVER (8005-T5 ALUM) BOTTOM RAIL(6005-T5 ALUM) 8 -- B 8 #1 0X1.5 SSPHSMS 6 <> DATE'. 8/05/15 SCALE: 1 5 NOTE:MINIMUM CABLE CRAVEN: sin I TENSION IS 100 POUNDS JOB: SHEET 1