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Plans (2)
/L..-.7---..a-e/ 7- CSC/73 15 2 j 1 -t.\-L)&f c fav 434.2 �- �� 436.6 - 111.1 \ LEGEND: TRACT B Pacific 65.0' N ss SANITARY SEWER — — ... 434 \ N Community ���i������� M-w���rir��� 1 ---_--^ 1-436 __-- —SD STORM DRAIN Design 0-438 \ W WATER LINE 12564 SW Main Street a._._.__440 N♦ O • MANHOLE Tigard,OR 97223 _ PUBLIC TRAIL [T]503-941-9484 1 --442- — ■ CATCH BASIN .—__i„___.1-- _,..-_..-�"-- r— EASEMENT "4. DATE: 12/11/2015 I /� I \ STREET LIGHT 1 Nr. REVISIONS 1 r, / 'ANN. STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1 / 45.15 I\ . 1 ( / 58.38' 48.59' I - \` EROSION CONTROL if 446.1 1 / 1 i _- rr 1 /' / SETBACK SUMMARY / P- / I ,/, FRONT SETBACK: 20' . r / SIDE SETBACK: 5' I t I 1 iri r STREET SIDE SETBACK: 15' I I I I____ r - REAR SETBACK: 15' __--_-t 1 i I BUILDING: 5019BRD / i J I i FF = 457.5 j /, I ; � BFF = 448.5 / _ I 1 / o I 1 / co I1 / I 1 / ► �--[ 5.00' I I 1 o 0 10.00 1 C 22 / / 1 1 $,835 SF i I U / I 1 LOT COVERAGE: I o � 1 ') GARAGE J. ' ._� LOT AREA: 8,835 SF ID I I — ._ __ POLYGON AT -- - el ' i BUILDING FOOTPRINT: 2,364 SF BULL . ___I--- I 011111110 ___ RI war _ - - - -L_____.._-- I PORCH w _-.� I I ❑ •-_-- ITI- COVERED PORCH: 232 SF MOUNTAIN z J ,/, 11 1 01 \ YR-1--- • CANTILEVER LIVING SPACE: 41 SF \\—\ u) 22.58' 20.58' 29.29' — 6'00 N PUE COVERED PATIO: 0 SF _� DECK AREA: 224 SF CD r� Y� /1,�. `` /' LOT 22 �, ���r� �� ra`�,\ � 65.0'►�"� ,\ `������� TOTAL COVERAGE: 2,861 SF PLOT PLAN r •.._. _ 1111K. WAIMIL11.11110/1L."� �► `� '`L 32.4 % (6Ii N . 453.4 rA ......_. / ` cin f IMPERVIOUS AREA: 3,639 SFt 455.9 SIDEWALK WATER METER ~`--.__ ...4 ______--o PLANT (2) STREET SD I c r .D SD _ TREE: 2” CAL. -- SD �....._ SD • STORM LATERAL YELLOWWOOD TREE / 0 SANITARY LATERAL yx, _Q SW HUDSON AVENUE r __ rs,_ 0 CLADRASTIS CITY OF TIGARD N 7- r-SS- SS I S S yKENTuCKIA 's gppraVed by Planning POLYGON NORTHWEST (503) 221 -1920 Date: b . i5 17 PROJECT NO.: 395-031 00 2S1W8 Initials: _____q__ TYPE: CONSTRUCTION LOT 22 (R-4.5, LARGE) SCALE REVIEWED 8Y: PRE 0 10 20 POLYGON AT BULL MOUNTAIN 0 15297 SW HUDSON AVENUE 11NCH=20 FEET 2 CONTRA GTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" 1)VERIFY ALL FRAMING CONDITIONS qualify engineered wood products for today's builder.. 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. T(UNLESS NOTED OTHERWISE) Che plans may not be re-used orstocopied,in whole or part,he writtenof permission from Pacific Lumber RIGID LAM"LVL _R GI D R I M Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pac'fic Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS FOSESURG FOREST PRODUCTS (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include •)USE CAUTION WHEN CUTTING •enalties of u•to 520,000•er work infringed,and 5 100,000 per work infringed willfully. FOR PLUMBING RFPI_JoisT 5)PROVIDE PROPER SUPPORT AT ALL ROSEBURG FOREST PRODUCTS SHEAR WALLS TH/5/5 A PLACEMENT PLAN ONLY P55/6N NO7P5: his layout is to be used in con junction with THIS FLOOR SYSTEM WAS •rchitectural/Structural plans.Verify all DESIGNED TO MEET OR -hear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD -urchaser responsible for approving this SCALE: 1/4"- 1'-O" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/450 FRAMING 3-3 1/4" 3'-3 1/4" FRAMING FLOOR LOAviNG: HERE --.. ..,. [ \ PECK I DECK 4Op5f LIVE LOAD R 1 (2)63 I / i HERE 1 2p5f DEAD LOAD �_.r F.1 Si—.—R1 - 1_ (2)B3 `—` '`�_- SLEEPING AREAS: J5 --1.1..,-- - _c _.�_— = = _- '� J5 3Opsf LIVE LOAD i . , „ I r — T_ I 1 2psf DEAD LOAD �1 �� 11 - • 9. 1 ROOlLIOVEOOAD i 1'lpsf DEAD LOAD _ • o 1. fater. u�r vu1wP-•nuh urtn q. Jce,="Yunc+Ns�a.L. v if I r r.:7::=- V 24" I !'I c0 Q z `pp __________ s.:1 24"- -`15--- '/ `�t-- — II 51 W �` I Si�, _.li.._ Jt Irti�r J 1 _c �� �j = 1Xip T1 ;; '� �� _i 1 res:r u..rn I� Q Q -� Q -- • •rn2rcwax awmM a� •a."rc'o:,,..y J1 _ _ ;; O II J1_ BI J1 -w•w• aaa O 6. �-e..,.ma..�;oor, • 1 aL L_ W ''.4; J5 r �� rn " Ji - :$-� -:. --1.`::� O RFPI BLOCKING PANELS YIITH SEARING IYALL ASOVE lU - a 51 J5 `` I1 " d' J5 �$1 ® 51 N.r.s. O ! 51 15 __ ' __ — O - B2 4• -------- I-434:::, .. - _.: 94 W _-1R::: la B2 i -1 iij i - J - I�II --- 4/ -I i i H J2 J2 8' 4 1/ ! I co co 1I II ' SOLID ELOGK ALL r H J2 11 r •III .s0:L4s PIET«Ks �.y ' POS SFROM ABOVE -----y� PER DETM1IL 1 G.MATCH I 1F --1,� BEARING AREA OF BLOCKS I ^I d2 I I J� / aELo.TO POST ABOVE 104 J -J2 Jii2 I ;2 J2 I �`V -J2 J2 I H ITh 2X4 rONTFiALL EELOFi BEAM J 2 I ` . --�}�- :__- 4a6-..�. —_-- - i 13X4 PONYWALL BELOW BEA I ! J3 Tei III II I.-. 8'-4 1/2u _ 10'-3/8" �I, R 1 R1 - �E -J®1 0'-3/5a II POST LOAD TRANSFER DETAIL I II ----- _ i J- 1 III_ ,:•1 N.rs. F 1 J3. n I ,• 1 r. i . 111111111.1111=' _ II ii hI J2 - • u J2-- I � - - _ 151 51 i - lE?1 '_ 1 J1 Ji;1 - —• - I I I.- ,4.4,1 J4 PORCH I PORCH I I IMPOR TA N r/ PL 1 5-40q(MAIN) REFERENCE INSTALLATION POLYGON 1513(BA5EMENT YSITH JOISTS) Mrk s Material I rvldth Depth &rade aty cut Lth TotLth GUIDE FOR ALL FRAMING 51 RigidLamLVL 1 3/4 11 1/8 1.5E 3 4 12 DETAILS AND I-JOIST INFORMATION 52 RigidLam LVL 1 3/4 11 1/8 1.5E 1 - 16 16 53 RigidLam LVL 1 3/4 11 1/8 1.5E 2 18 36 B4 RigidLam LVL 1 3/4 _1 1 1/8 1.5E 1 20 20 55 RigidLam LVL 1 3/4 11 1/8 1.5E 2 14 28 LEGEND: 136 RigidLam LVL 1 3/4 11 1/8 1.5E 1 8 8 B1 RIgldLam LVL 1 3/4 11 1/8 1.5E 1 2 2 \ � � B8 BIG BEAM 1 11 1/8 2.1E 2 14 28 ( H }- M-HANGER GALLOUT B9 BIG BEAs 1/2 1/8 2.1E 1 14 14 Filler blocking is not structurally reauired provided both C' , �� J 1 RFPI-20 1 3/4 1 t 1/b 66 8 1188 I-Joists are continuously laterally supported by ® -SUPPORTING POST 22 RFPI-20 1 3/4 11 1/8 10 30 300 connection to the sheathing at the top flange.InS . COMPANY J3 RFPI-20 1 3/4 11 1/5 4 32 128 ED -POST LOAD ABOVE Ja RFPI-20 1 3/4 11 1/8 3 20 60 addition,the joint in the sheathing Shall be positioned & TRU 5 25 RFPI-20 1 3/4 11 1/2 12 4 48 over the center of one of the two top flanges to assure R -RIMBOARD J6 RFPI-20 1 3/4 11 1/8 1 24 24 shear transfer between sheathing panels. 10515 SW ALLEN BLVD BEAVERTON,OREGON P 7005 (503)858 9663 LB -LVL BLOCKING 21 RFPI-20 1 3/4 11 1/8 1 12 12 Flange R 1 055 Rim 1 1 1 1/8 1 1 6 1 1 2 '� PLAN DESCRIPTION/NUMBER: 1 9B (BASEMENT WITH JOISTS) JB -JOIST BLOCKING 251 BLKG 1.15 LVL 1 3/4 11 1/8 1.5E 21 3 63 5eealNa, 1-Y6' 2-1118" 2&16 2-1/Z 3-1n' CUSTOMER: POLYGON 252 BLKGRFPI-20 1 3/4 1 1 1/8 18 3 54 Na'I sp.., J -JOIST GALLOUT Req... Min Max M. Max Mn Ma. Min Max MIn Max PLAN DATED: 11/30/15 5 -BEAM(FLUSH w/JOIST) Acceeeorlee DBL I-JOIST WITHOUT FILLER CONSTRUCTION edea. r 1e 2- 18 r 24 2 24 2 24 H 1 MIT 1 1.88-or-ITT 1 1.88 15 MT's. Bdm common, z A' z 9' DESIGNER: /<AMI L.HENDER5ON PATE: 12/3/15 HDR -HEADER(BEAM BELOW JOIST) H2 MIT4 1 1.88 42 za� z' z<'� z za- bo, 550-BEAM BY OTHERS H3 LSSUI25 1 FL 1 5-40q (MAIN) SHEET:2 Of 3 PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM'" quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copled,in whole or part,without written permission from Pacific Lumber RI G I D LAM LVL R'V'D R'1V i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company i5 strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per cork infringed,and 51 00,000 per work infringed willfully. 4 '*,RFPI'Joisr ROSEBURG FOREST PRODUCTS START START CONTRACTOR NOTES: D55/6N NOT-55: FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ / HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 9-1/2 RFPI-20 e 16"O.G. 9-1/2 RFPI-20 e 16"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L7450 4)USE CAUTION WHEN GUTTING FLOPATIO RATIO FOR PLUMBING 40p��IVO�OAD I I 5)PROVIDE PROPER SUPPORT AT ALL I R1 R__1 I SHEARWALLS 1 2psf DEAD LOAD i j — i 1_r--,--r---- — - � SLEEPING.AREAS: 1 :I TN/S/5 A PLACEMENT PLAN ONLY:i; 30p5f LIVE LOAD II II f I I I ii This layout is to be used in con junction with 1 2psf DEAD LOAD I II I l I Architectural/Structural plans.Verify all 5 1 ! I I R 1 shear wall blocking placement and connectors ROOFLOAD/NG.: s jI I Purchaser responsible for approving this 25psf LIVE LOAD i 1 i ,,j' I I ayout prior to any construction. 1-I psf DEAD LOAD 1I 1 . al i I1/2 J2 L . - jjj�2�2�2 ;I I (I I II 3 ry II 1 OOe•HMS.NOHNMi.Mn 11 I ' I uwmq�..ew w.. `' R1_ i i� I- „� j,, si :CO�^'_S_7C = i r �: i ':5: :=.-:= '41 I e�iwr c=„64.44 J3J3131J5 4.3J3J5J3J311 am--l {S _,!. J3 J3 J3le.J3 13 3J3J3 �4 1 1L 1 1/2` '•T'-1 /2I �`�j�� J3 3.��3„3J3J3J3..3�3 �3J6..3 J JS J3Jµy/J3J3J�3J�J -1:13...1 .J5..115 I►���i I JIIN Kt..+-m: I, Frww.e •. Iw` Iw'4;arro16:7:Wr.bmwo.r .."."''F,71"1"7.'"' 1 I I RP.BLOCKING PANELS WITH BEARING WALL ABOVE I I i N.T.S. 51>151 I i I I Bit/<E31 f I -- I I Al II- I SOL BLOGKLLI/I. OrE5aO-AEBBOB VEo ---- EA. 5C DEL°P'.TO POST A BOVE. L, IIIII It' POST LOAD TRANSFER DETAIL N.T.S. I I I I PORCHII PORGH IMPORTANT./ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION X❑ CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH LEGEND: PL 1 5-409 (Basement Floor) REVISIONS AS SHOWN 0.._. POLYGON 1 9B(BASEMENT WITH JOISTS) 0 NON-CONFORMING—REVISE AND RESUBMIT Paci-_____fi HANGER GALLOUT Mrk# I Material l Width 1 Depth I Grade'Qty I Gut Lth I Tot Lth THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE® WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THEFABRIC ®CANEORMSTODE5IGNCONCEPT -SUPPORTING POST B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 ❑CONFORMSTODESIGNCONCEPTWITH SS COMPANY 82 Ri idLam LVL 1 3/4 9 1/2 1.5E 2 2 4DESIGNADRA INGS A OF PECIFICATIONS FOR CONFORMANCE WITH THE aEVSaNSNOTEo & TRUg DESION DRAWINGS ANO SPECIFICATIONS ALL OF WHICH NAVE PRIORITY ❑NON-CONFORMING-REVSE a RESUBMIT -POST LOAD ABOVE LB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 25 3 75 OVER THIS SHOP DRAWING. 6S,;�v, „.�,.>,� „ R -RIMBOARD J52 BLKG RFPI-20 1 3/4 9 1/2 1 3 3 39 T�M"'�rt_F;,-�:.ra«c,ae,�s 1 OS 15 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J 1 RFPI-20 1 3/4 9 1/2 2 22 44 BY: MRP Date 12/10/2015 BTa lease Halley o.,. TVTvu JB -JOIST BLOCKING J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC MILBRANDT ARCHITECTS PLANDESGRIPTION/NUMBER: 19B (BASEMENT PATH JOISTS) J3 RFPI-20 1 3/4 9 1/2 24 26 624 CUSTOMER: POLYGON J -JOIST GALLOUT 51 05B Rim 1 9 1/2 3 16 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/50/15 5 =BEAM(FLUSH w/JOIST) SCALE: 1/4"- 1.-0" DESIGNER: KAM/L.NENDER50N DATE: 12/5/15 NDR =HEADER(BEAM BELOW JOIST) Accessories H1 IITT9.5 4 BBO=BEAM BY OTHERS PL 1 5-40 Q BASEMENT SHEET: 1 of 3 START FRAMING HERE Pi/ 9-00-00 , — 1 800-00 a e a v v v a ®-- —�'_— MOVE JOISTS +/- 4" TO , BM le 0110j411 AVOID PLUMBING 0 L24" OPEN WEB JOIST @ 19.2"O.C. N LL q Q ® POLYGON N- NL' 19B (BASEMENT WITH JOISTS) PL15-409 UPPER 12/3/2015 F- N- N- .N I,- N- N- n .1`,- ti F- N- N- r. ti 'N N- �a— LL LL LL LL LL LL LL LL ;LL LL LL ',LL LL LL LL LL LL LL, F31 F28 F28 Products PIotID Length Product Plies Net Qty N Min �CO N N BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL LL LL LL LL BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 O BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 }{ CONFORMS TO DESIGN CONCEPT AL N N .;:c;;.: � LL BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 Ej CONFORMS TO DESIGN CONCEPT WITH O - i s LL BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 REVISIONS AS SHOWN 2,7-11-36 ❑ NON-CONFORMING-REVISE AND RESUBMIT .- cl--n--a_�_.��____n_�L_r__a_ -el__�_�__ •�._ F38 F36 F2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE NN1BM61 IHI fir WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE u,-,DA�'' �' — cv Li_ LL N 'LLN Cel ACCESSORIES QTY FABRICATOR/VENDOR 0f RESPONSIBILITY FOR CONFORMANCE WITH THE F30F38 F36;F28 F28;F28;F28 F28-F28 F28 F53F 'F5 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. — — S 0 HIT424 43 By: MR.P Date. 12/10/2015 c:, 2X4 DF#2&BTR FOR RIBBON 220' CT ENGINEERING INC I LL :of ®CONFORMS TO DESIGN CONCEPT I �' ❑CONFORMS TO DESIGN CONCEPT WITH 0 C7 , REVISIONS NOTFD 0 NON-CONFORMING-REVISE IRESUBMIT - N: 10 'y5 v�OF'W.lA.l5 per.qt\'Ert[9 ins CEE'tY CnAi�iu,W,E C7 T ,��, ��� BKS=BLOCKING rr•Zjr,6 ,n,cu+r•x.iro ncc;T 2.t, 4 DO �-1=NlMPM iFili RMS=RIM BOARD ratt".:,n n'7,4,tp.,rx-Cro �nn�rasrw r..aE.s:.<sn ra.+uq uuac--Cron..,:=n.c�.,,:c CO ED CO CD f0 (D CO (O (D CO ByAs...Hadley Dale 12/51/15LL LL LL LL LL LL LL LL LL li CD 8 LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL MILBRANDT ARCHITECTS U 9I I�N��MIU LL °S LL POST TRANSFER BLOCKING LL LL LL AND SHEAR BLOCKING REQUIREMENTS. IM,!11111M.1! !!II -ialkilr 'F03 ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 0 f, I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. r Vf.0 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 0 F33 F280F28;F28 F28 F28 F25 F28 F28F I ! F361 1 • F51 HBMi I I 19 • ® CD ® I IIII .i► r i' 4' 4-05-02 +- �� —� N ii '------. DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifi :t umber " " & TRUSS SCALE: 1/4"=1'-0" on 24 x36 SHEET COMPANY SHEET 3 OF 3 5 11%5 yr 1 38%8112' 38'4 112' F ..- GVW g a J1 ` -----. .--•-- JI ao ..— g J2 --. r —I r; :///z4j1/ ti Alf 'WAIN -1\i\ J1 , J3 r,J6 ,� _ Jl _L I J6 \_. 2 J7 r. - Fin J8 " ^u '. .110 a) _.__ J10 a •- ci- A J8 , u, m 1 J8 J7 7.5c 12 Numium. J7 J6 e E J6 EJ5 -.5:1R L J5 EJ4 J4 EJ3 - J3 ,4171..1 ihm "I ilOSIk 11 in L A Ifr. 7.5:12 01; 3 q 7.5:1 C,2 ®) H ,A i:1 - i —ti '' Al E 2 I9Ji 1:22 7A:12rr - G1 - l 12-811- 16-1 yr 11714. 10'-10 314• 19'0 lij CONFORMS TO DESIGN CONCEPT OX CONFORMS TO DESIGN CONCEPT I. 81-01 ❑ CONFORMS TO DESIGN CONCEPT WITH ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED El NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ❑ NON-CONFORMING—REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE DESIGN DRAWINGS AND NPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BY MRP Date 12/15/2015 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN CT ENGINEERING INC DRAWINGS, SPECIFICATIONS, AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/18/14 PLACEMENT TRUSS CALCULATIONS A DLY.REFER O ENGINEERED STRUCTURAL M PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-B POLYGON DESIGNER ENGIONEER OFIR CORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 5019 I B CHECKED BY: DESIGNER/ENGINEER OF RECORD TO TRUSS R U REVIEW AND APPROVE OF ALL \ COMPANY DELIVERY LOCATION: SCALE.. REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. } 3132" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.