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Plans '° A4sSOI -'6 ice`-335-54),/ktiss— i i` RECEIVED ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2014 quafy engineered wood products for todovsbuilder- ElCONFORMS TO DESIGN CONCEPT rigCONFORMS These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. MA11.\!R [t]Vk 2016 016 ❑ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ Company which retains copyrights to,and ownership of the plans.Use of these plans by any other REGI D L ►M LVL RIGI D RI M 1 ' - _ .",7`,.: product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or REVISIONS AS SHO.JN �„ copying of these plans infringes rights under the Copyright Act Infringes face liabilities that Include RomaineADYaST PROPOCTS een lnap ifl@FSTPROD CTS $1a CITY OF TIGARD ❑ NON-CONFORMING REVISE AND RESUBMIT m penalties of up to x20,000 per work Infringed,ands 100,000 per work infringed willfully ' ,, u Ess THIS SHOP GRA'AING HAS BEEN REVIEWS FOR GENERAL iANFORRANCE MILERANOT ARCHITECTS BUILDING DIVISION RFPI Joisr WITH THE DESIGN CONCEPT,NL'!AND DOES NOT.RELIEVE TRE ROSEIINTO a<oienPxomacra FABRICATOR/VEEMOR OF RESPONSIBILITY FOR CCLNFGI.NANCE WITH T15 - - 'SISN DRAWINGS AND SPEIF,CATIO1S ALL OF 01001/HAVE PRIORITY r 1 :VER THIS SHOP DRAWING, CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS By; Arnold A.Solomon Date;February 25,2015 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR CT ENGINEERING INC (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO ALL BEAMS PER DESIGNERPLAN DEFLECTION CRITERIA PATIO 3) 'S(UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING START START FOR PLUMBING FLOOR LOAD/NG: FRAMING - FRAMING 5)PROVIDE PROPER SUPPORT AT ALL4Opsf LIVE LOAD HERE ----� HERE SHEARWALLS 12psf DEAD LOAD ......R'f _ I {z ... • 7 • TH/5/5 A PLACEMENT PLAN ONLY SLEEP/NG AREAS: 3op5f LIVE LOAD J7 •i - =- d8 - f 1 1 This layout i5 to be used in con junction with 1 2psf DEAD LOAD -. -- J8-- 1 - - -- - - Z -- Architectural/Structural plans.Verify all -::-`# , ` __ J8 _ .�.. l cking placement and connectors. ROOFLOAP/NG: J3 - _. 31 Jg I ..17- 1.. Purcha erblesponsible for approving this 25p5f LIVE LOAD i f.,- II _ I wa s p J -- L 15 - -- I --- -- i _. ayout prior to any con5trucGon. 1 7psf DEAD LOAD R,1 7 _. _._ _. _. _ JS ' .. _... }g_. -1 _. __ _ J7 1 ._ _ .. Jg.... .. .. _. .. ._. J7 - R 1 \ _0-2 e. li -t2 } � II _ }2 II _ ! 'er R1 R- - I ... J2......... ..._ ..... hl 1 II J2 II �►/j/ I J2 �� J2 0 0 J2 I R7 ....... _.. ....I ...J2 ... L. _.. ... ..... ... ...... .._ ..... J2 .... __ I _. _. 1.1.-I O O 1 JE N J`31 ..h.,,:,...,..«.... w:� ,. � ri CI "' - I � RFPIBLOGKMSPANELSrt?H BEARING NALL ABOVE b PON Au aFLory aeon IYI ®5y �J2 •} IL IL ® I ft • t _--R} .L.: � _ JS:: .:::: :� T 777 - : -- 5 ._._ .......... ... ...... ...._.. '`.J5.. .1 _...... ._.. __ o- v j.. ....... .... .__ I J5- ...... .15 I _ I J5 ' I �L JS.. I l J5- t _... I I _.. ij� J4 _.L�vim,... _. J1...... _... ......... .. .. _ 11 .... .... JIF J.....J4 ------ I I) a.` . tmC �I .mos saa`�o`.,`,.o� ..... g@'u _ aE��To.�T�orE J3 B2 a t JB `� ry aEAn e.,, p ._. ..... J6 .:.. 1. I J6 ._ ..... zx._ aeLory eel \ill14 e �h, 1 R 1 R 1 -.-.. R1 II rr Ila ll ... ,� .r6 h _.. - .. JB1 h ... _15 B2 I I -. ... J5- ' " _..__. .... POST LOAD TRANSFER DETAIL i, , __. .R 1 R 1 I I J5.. I I N.TS. I I ....I ......� J7 _... , TS P-l-f-if T7 If ¶P1Tr 1r 1 1r- IB 1}q 14 14 J4 J4 14 J4 J4 J4-14' - ,ti I J4 J4 J4 J4 J4 J4 J4 J4 J4 J .E9 J9 J9. J9 J9 Jo J3 1 -19 RI -1 R 7 JB1 R 1� I 1 II I PORCH 1 PORCH I 1 I^9-1/2 RFPI-20 a,15"O.G. 9-1/2 RFPI-20!16'0.C.--II 1 I I I START FRAMING HERE START FRAMING HERE I UPDATED 2/24/15 ICH PL 1 4-4 1 3 (MAIN) POLYGON 5019 D IMPORTANT. Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth REFERENCE INSTALLATION B1 RigidLam LVL 1 3/4 1/2 1.5E 2 14 26 GuloE FOR ALL FRAMING B2 RigidLam LVL 3/4 1/2 1.5E 2 lb 32 DETAILS AND I-/015T INFORMATION 63 RigidLam LVL 1 3/4 1/2 1.5E 2 2 4 54 RigidLamLVL 1 3/4 1/2 1.5E 1 10 10 B5 RigidLamLVL 1 3/4 1/2 1.5E 2 5 12 ! . LEGEND: 55 BIG BEAM 3 1/2 1/2 2.1E 1 15 16 /� 51 RigidLamLVL3/4 1/2 1.5E 1 8 6 acifi.. urn er ( H }--HANGER GALLOUT R1 056 Rim 1/2 9 16 144 �® J1 RFPI-20 3/4 1/2 1 24 24 SUPPORTING POST J2 RFPI-2O 3/4 1/2 9 36 324 MAIN FLOOR JOIST LAYOU & TRUSS Q COMPANY J3 RFPI-20 3/4 1/2 1 15 18 ll J -POST LOAD ABOVE J4 RFPI-20 3/4 1/2 10 6 60 SCALE: 1/4"- 1,-0. R -RIMBOARD J5 RFPI-20 3/4 1/2 7 30 210 10515 SA ALLEN BLVD BEAVERTON,OREGON 97005 (503)356-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 1/2 4 32 126 JB -JOIST BLOCKING J7 RFPI-20 3/4 i/2 1 2 1 4 168 PLAN DESCRIPTION/NUMBER: 501 9 D J6 RFPI-20 3/4 1/2 11 26 266 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 3/4 1/2 4 4 16 PLAN DATED: 12/1/14 B -BEAM(FLUSH W/JOIST) 1131 BLKG RFPI-20 3/4 1/2 43 3 12 9 HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAMIL HENDERSON DATE: 1 2/5/1 4 850-BEAM BY OTHERS H1 TH01 7950-or-ITT9.5 21 FL 1 4-4 1 3 (MAIN) SHEET: 1 of 2 START FRAMING HERE 0 9-00-00 , O 8-00-00 / RIBB°NI BM1 I IL24" OPEN WEB JOIST 19.2" O.C. to gmtml , IL POLYGON ���� 5019 D PI RIBBON l PL14-413 UPPER IVMS ENffi MESP MR A,- DM ER I 2/23/2015 Products (� n N 1- N _ Q� PIotID Length Product Plies Net Qty I " `�' E " " " " " " " " " " BM5 13-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 ll 1 1 / 4 t IP BM4 21-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 °4.( ,t k , i 4 i I t Fr f 1 , , i , i BM6 10-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 "` BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 pqp BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 A H BPO i N.. A j BK1=BLOCKING 01 ,6 RMl=RIM BOARD Iel � ACCESSORIES QTY P IBM6I O HIT424 50 00 k p k4 2X4 DF#2&BTR FOR RIBBON 186' !! 1111 ,34F2:'.F2 �3: F2.1F28 F28 F28 _. _ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 01IMMOSM HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 0 ' FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 0 M Iii FLOOR LOADING40 LL ® IS 15 DL 1 I �.zid N.. it c 1 1- 1 I -I " " MI JOIST WITH DBL RIBBON �© F03 NkO I r.‘. , �5 X20 PacifiaLumber IIA i I COMPANY ts ma ma kroaONl IBM51 1 RIBBONI 11 111 1 525 RIBBON I . o F28 F28 F28 F28 F28 co F30 F28 F28 F28 F2'1 o _ �>t CONFORMS TO DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAYIAS SHE SEEN,EilE,ED FOR GERERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENEIt4L CONFO MANC'= H'iTH ME DEIGN CD' EPT ONLY MD DOES NA'RELIEVE THE 011H DESIGN OONLEFT ONLY AND DOES 10` REL EVE THE AERIGATr_:R�'dE'70Cu:.OF RF It oIBILITY.FOP,CQ FRbAtiCE't.TH THE FABRIOATOuR/E'IDvR C RES°ONSIP,IL'"Y FOR CONFORMANCE WITH DES ON DESIGN MAAINC,3 AND SPECIFIC:ATICAS ALL DF;'i1IC .AVE Pn:u%i:Y CFc°Wil;S,S?ECIFICA.TIO:NS:AND.4'?LICA.E CODES,ALL OF WH CH HAVE OVER THIS SHOP ORA'WING. PRILZiT?`OVEH-HIS SHOP GRAN Nc,. Soo: Arnold P. Solomon Date: February 25, 2015 By Alexia Fukui Date 2/27/15 CT ENGINEERING INC MILBRANDT ARCHITECTS PillIll111.IIIIIIIII.lr-- "0"(737 /6 --.0eV?-3 L--- --4 --` ' —� —i_______1. . 1 � LEGEND: i Ss Pacific 1 I I _ SANITARY SEWER COtlltnllity' — II I so STORM DRAIN Desi cm 472.6 I I 475.1 I WATER LINE 12564 SW Main Street ® i MANHOLE Tigard,OR 97223 [T]503-941-9484 _ 23.0't-----..... ._._.•- 42.0'476 ._; _�= . .paw _�-mum.. -- CATCH BASIN DATE: 12/11/2015 1474—_ +t STREET LIGHT REVISIONS I 472__ `'_4 ��o STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 27.75' 418.75' 19.25' EROSION CONTROL 1, I I I �, RECEIVED Irk) J- � I r-1J L————1 I r J— I , , 1 MAR 8 2016 1 SETBACK SUMMARY 1 I I L----7 I 1 FRONT SETBACK: 20' CITY OF TIGARD 1, I1 ' BUILDING: = I ; SIDE SETBACK: 5' BUILDING DIVISION ]1 ( , I 1 11 STREET SIDE SETBACK: 15' 1r I FF=468.8 �r REAR SETBACK: 15' 80 i 1 79 78 1 I I I 4 10.00'I — 6,500 SF —�; I 5.00' _ ; I 1 1 1 1 0 1 Iof oI I rr GARAGE + Io E - -- 1 IL 1 -- - Q1 1 1 1 I co. i I � I I � i i III ti 1 1 1 I LOT COVERAGE: L. �,1 I I L- __— PORCHI — — — 1 I 1 o _ - A —I— —� ` J — — J— t� LOT AREA: 6,500 SF L— I I 1 POLYGON AT o , .11 24.00' /\ , 6.00' \ .. , \ i 22.50'. 20.00' 46:_ PUE _ BUILDING FOOTPRINT: 2 341 SF N ^, . — `I - - — — —= - - - — = , BULL COVERED PORCH: 62 SF MOUNTAIN — —,4 i i / '®NW' , 65.0.487"."' >1 - r CANTILEVER LIVING SPACE: 41 SF P j' � �� ' IMMINN COVERED PATIO: 197 SF STORM LATERALU �� 6 467.1 SIDEWALK I L5, WEEP THRU CURB 46 DECK AREA: 0 SF 55 • 2 Soo S * I LOT 79 o WATER METER 0. TOTAL COVERAGE: 2,641 SF PLOT PLAN N SANITARY LATERAL / (39 TPLANT (2) STREET _ 40.6 % T, W W W W W_-__\TREE: 2"CAL. bV SW MISSISSIPPI COURT \ GOLDENRAIN TREE / i I IMPERVIOUS AREA: 3,190 SF t o n-- — _ ----- KOELREUTERIA o -- 1 g -- PANICULATA j -4' i\ i 7 \ / \ / ... ..,,... / 0) 2 POLYGON NORTHWEST (503) 221 -1920 CIT O T!GARD (ii) PROJECT NO.: 395-031 a. 2S1W8 Approved ily Planning TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE M LOT 79 (R-4.5, LARGE) Date: e/C� 10 20 . ca POLYGON AT BULL MOUNTAIN Initials: L-S O 1 INCH=20 FEET Z 15335 SW MISSISSIPPI COURT