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Plans (98) 5-o (--t ct 6-r— RECEIVED START FRAMING HERE OCT 8 2015 9-00-00 C.) 1, U NB D LDIG IVISION 8-00-00 9 n FB_M_11BBON 1 ­0 POLYGON 5019 A PL14-411 UPPER C14 C,4,\ LL LL 2/23/2015 Products r cv, PlotlD Length Product Plies Net Qty LL C' C) CD U E0 U_� U_ LL LL LL LL LZ U_ U_ LL LL LL U_ LL BM4 21-00-00 6 3/4" x 24" Glulam (1.8E 24F-V4 DF/DF) 1 2 BM6 10-00-00 6 3/4" x 24" Glulam (1.8E 241744 DF/DF) 1 1 28 Fn 1 1 00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 U� m co co co m m co N N N " BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 LL U_ U_ U_ LL CN U_ U_ LL CN C4 �IM BM3 15-00-00 5-1/2 X 16 BIG BEAM A N 4)4.5" C14 B OND OST 0CQL$4j 05 BKl BLOCKING Mj=RIM oAR L OM4 ACCESSORIES QTY 64 H IT4 4 v C14 -0419 U_ '.LL LLI A QA 2X4 DF#2&BTR FOR RIBBON 194' 28F, 28'!- 281r 2&"' 8 [E 3] CD F—SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN U_ 01 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION 5,ITERIA 04A 3 IFLOOP LOADING Cl) LL 40 LL RIBBON 15 DL (0 (0 (D w C.0 co co o co ('0 m- C) L1_ ILL_.1 LL LL LL LL LL L'._ LL LL Lj.' LM9 LL LL iLL LL LL :LL LL LL LL LL LL LL LL JOIST WITH DBL RIBBON F03 A A 0) AIN f28� F28 F2 0 -04 19 �1 3-1 15 COMPANY T__CzD CD F28 FF390—N F2 F28 F28 CONFORMS TO 7 '8 00 C, & TRUSS N CONFORMS TO DESIGN CONCEPT F29 F28 F28 F28 F30 co F-1 CONFORMS-0 DESIGN CONCEPTWTTI� 9 CONFORMS TO DESIGN CONCEPT WITH �EVISTONS AS SHICANN E:1 REVISIONS NOTED ❑ MON-COINFORVING-REVISE AND RESUBMIT F-1 NON-CONFORMING-REVISE&RESUBMIT TH15 SHF v kn:�G'AS BEEN RE'CRU FO N',c0PK4S,,E H S S�Op DR-1,41 N-C,�1-'5 SED.PE.9WED GF14F�.4 GR H " E�-SIGN CON*01'NY Afffi NIB NGT�E-­�E THE 00�.GzFr rNly 'n no= Wi H WTH _E -S WIN PFLIEV= TS= TNVDI ;ff REPOKKEKLM=N:31,°C-PIWIc'E T�E FAE.�:CATCFYILNDOR O'RESP-,NSIEILI:f�OR W'H uESSIGN DO "'' S -,.-,A T, _,E�Z4__OF VIP—R�Vr Ri IVINGS Mc �EIIIFKA70NS kL U Yh*_',H PPIrR! C NCS SPECTICAT DWS.MC AP-PUC ABLE OC,- Y°P.-HIS SHOP PR1OR4-Y9VFR.TH:S Fy Arnold R. Solomon Dale: February 25, 2015 By Alexia Fukui Date 2/27/15 CT ENGINEERING INC MILBRANDT ARCHITECTS PACIFlCWM6ERCOPYRIGHT 2014 RosnuRG FRAMING SYSTEM" RECEIVED qualityengineered wood products for fodov's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 20 14. Q��r �!/p /'� ® /�� CO'JrORMS TO DESIGN CONCEPT kn = scon<rerwin. The plans may not be re-used or copled,in whole or part,without written permission from Pacific Lumber R�GiD LAS LVL „®'GI DRi IV company,which retains copyrights to,and ownership of the plans Use of these plans by any other ❑ CO"JFOiMS '.�DESIGN CONCEPT NiI H �'°-''-' '" product supplier other than Pacific Lumber Company 15 strictly prohibited.Unauthorized use or .0.6URP roctsr raoaucrs aorraw,;Eocrsr vvraauc:rs RONFO'NS AS DESIG = copying of Chese plans.infringes rights under the Copyright Act.Infringes face Ilabilities that include O O ";= enaltle5 Of u Co 320000 er work Infnn ed and 3100000 Per work infrl ed wlllfull ur�mv.v 3ptn..r.rc.rvi .- o..: ❑ NON-CONFORMING-REVISE AND RESUBMIT .rrf' THIS EWP UF.ASING HAS BEEN FE'rIEB':U F.R r-EFA: U0.HFt'=4ANt_ _ D RFPI J lsT M:i[c4ANDi k3(N'TE(TS xITH THES]Gh",N:EPT O'ItY 4H0 DOES!IDT?EL**P+_THE (, DIVISION erTHT?T(utl IG.h 4f F.ESrD?ILY P_I?YS?4T HCdfiA#EE THE --------------------------I �---- ------ CITY OFI F TIGAl� DES G4 7F?5':IGS 4h�iPEiI=:iA'70ti5 Fi.l OP K H W-r= ]BUILDING CONTRACTOR NOTES: E5 GN NOTES: OYEF ThIS Si ;kAh;NO. I I 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA ,. Arnold R.Solo Date'February 25,2015 I I 2)ALL FOOTINGS PER DESIGNER'S PLAN E5IGNED TO MEET OR (UNLESS NOTED OTHERWISE) XCEED THE LIVE LOAD CT ENGINEERING INC 3)ALL BEAMS PER DE5IGNER'S PLAN DEFLECTION CRITERIA PATIO PATIO FL/460 I I I I (UNLESS NOTED OTHERWISE) START \FIRIAM )USE CAUTION WHEN GUTTING LOOK L0.4D/NG FOR PLUMBING O sf LIVE LOAD FRAMING 12p5fDEAD LOAD 5)PROVIDE PROPER SUPPORT AT ALLHERE 5HEARWALL5 - -. J8 .J9. - - --_--- 1 ' - _.. J9._' .. ... - ... --_- ._....J _ TH/5/SR PLACEMENT P(r*,NONL Y. 0psf LIVE R�D5: 1 ( his layout is to be used in con junction with 1 2psf DEAD LOAD J8 .- t ----. ._..__. I' .J9 . ... _.... j .. ....... Jq.. I - - - {.I- Jg. ruc ralelan verify all rchitectural/St to s Ve ]]]]]] hear wall blocking place nt and Connectors OOF LOAD/NG: ---- JS- -- ----- J9 -- Jq - -- J5 - ureha5er responsible for approving this 25p5f LIVE LOAD J8' I' I` J9 Jq - .I -]9 a out orior to anw construction. 1-1 psf DEAD LOAD Rit J8 hI J9 i Jel Ip Jb 1j ... JB... ._.iI -...-- -- ..... I J9 ..... f .. ...... 9 J15 { --- - - --_ - .... ----__- Jg_. -. J9 J .... -. I - - - - -- ... - ...... "J6 ... ..._ �....a .,. ...-. .... J8 �� --.. ... .... I .....J'1._. .. .. .I ....-1 1I -�� JB - ----- J8- .. _..- -- - ... - -- I�- J9 .. .-- ----- 3 ... .. - ..J9 } ... --. .... LT - ---- J6 - ...a ...... .. J2.. {. .. ............ .._. -.... .. I .. __ .. --I-- .._.. .12 4 J2 I JB 1 J2 - - � --. _ �D �D ... _. 2 ... J��1 ® I .. -___ _ .. ... {{ ....,... 4. ._ RPIM BLOCKM6 rAel_5 KTH BEARIN6 r1ALL ABOVE �.. J2 O o ry ( i - - .® ... —- Rr.S .. .. ._ 1 ... - i I .. .I ' J11 -JI d d .. J2 ...... Jl_ Ja ....- .. 14 iS .Jg �C9v3-- ..... _ J -I .. v J5 t y i B f"1 1 i i' J4 - -a =...o.ry IaE�ry-A J-7 (j J'7 JI BIT .. .. {.... ._. J7 ..... ..... .. ... .. .. .. ......... ....... .JT ...... .......... I ........ f II Jb . { ! if, Jb I - j I J6 PTRANSFER DETAIL LOAD TDETAIL .-.. .. - J6- I ..- 'I7 R,1. - - i' Jb .- J3 -- � { ... - --- J3 :. J 1 ... ... .. J3 J5 I 1. N PORCH PORCH —7 1 I UPDATED 224115 HLH I PL 14-4 1 1 (MAIN) lMPOR TAN_T_. L . I____—_---___� POLYGON 5019A _ R_ __—__--I F FERENGE INSTALLATION Mrk# Material Width Depth Grade Qty Gut Lth Tot Lth GUIDE FOR ALL FRAMING 51 FI LVL 1 3/4 9 1/2 1.5E 2 14 25 DETAILS AND[-JOIST INFORMATION 52 Ri idLam LVL 1 3/4 9 1/2 1.5E 2 1 6 32 E35 Ri idl-am LVL 1 3/4 9 1/2 1.5E 2 2 4 54 RI idt_am L VL 1 3/4 9 -1/2 1.5E 1 10 10 LEGE{YD: BS Ri 11 LVL 1 3/4 9 1/2 1.5E1 8 6 �� R 1 OSB Rim 1 9 1/2 9 1 6 144 ( H }—- I-20 HANGER GALLOUT J 1 Rf 1 3/4 9 1/2 1 24 24 PacifidLummialber �J J2 RFPI-20 1 3/4 -1 1/2 9 36 U56 I� SUPPORTING P05T J3 RI I-20 1 5/4 9 1/2 3 20 O COMPANY -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1 115 & TRUSS J5 RFPI-20 1 3/4 9 1/2 1 6 R -RIMBOARD J6 RFPI-20 1 3/4 9 1/2 6 30 10515 5W ALLEN BLVD BEAVERTON,OREGON 9-1005 (503)656-9663 LB -LVL BLOCKING Jl RFPI-20 1 3/4 9 1/2 4 32 MAIN FLOOR JOI5T LAYOUT PLAN DE5GRIPTION/NUMBER: 501 q A JB -JOIST BLOGKING J5 RFPI-20 1 3/4 9 1/2 1 1 14 5GALE: 1/4'- V-O' CUSTOMER: POLYGON Jq RFPI-20 1 3/4 9 1/2 11 26 J -J015T GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 40 3 PLAN DATED: 12/1/14 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENDER50N DATE: 1:2/5/1 4 HDR -HEADER(BEAM BELOW JOIST) Accessories BBO-BEAM BY OTHERS H1 TH01 1950-or-ITT-1.5 5 - PL 1 4-4 1 1 1 (MAIN) SHEET: 1 Of 2 — — — — — — — — — — — — — — LEGEND:— — e( —SS— SANITARY SEWER 480.0 TRACT A 483.9 —SD— STORM DRAIN WATER LINE— 12564 SW I Main,Sheet .0, O 0 MANHOLE rigord,OR 97223 484 CATCH BASIN M 503-941-94a4 490 9/29/2015 STREET LIGHT DATE- REVISIONS DOVE TREE/ DAVIDIA NM DATE DESCRIPTION 37.80' I INVOLUCRATA: 2" CAL., B&B STRAW WATTLE PERIMETER rEROSION CONTROL RECEIVED ------ ------------- L--- SETBACK SUMMARY OCT 8 2015 CITY OF TIGARD BUILDING: 5019AR I SIDE SETBACK: 5' 8 FF =480.86 6 STREET SIDE SETBACK: 15' REAR SETBACK: 15' 5.00' 7 5.00' 6,822 SF E 0 GARAGE CD LOT COVERAGE: cq 6 co Q- PORCH LOT AREA: 6,822 SF -J r---- 13 POLYGON AT 6M\ BUILDING FOOTPRINT: 2,364 SF 27.65' Pd,Tit BULL uJ 2 .65 Lu SIDEWALK 20.00' COVERED PORCH: 312 SF MOUNTAIN 0) 4 .3 CANTILEVER LIVING SPACE: 41 SF DECK AREA: 0 SF 0 u) v/-i 01 TOTAL COVERAGE: 2,717 SF SANITARY LATERAL LOT ESTORM LATERAL 39.8 % PLOT PLAN 0 Ss —1' \ Y 11 3: L I` WATER METER! I I IMPERVIOUS AREA: 3,026 SF 0 D aSD-- SD SD SD 14- W w w 0 CL SW DANUBE DRIVY 11 CITY OF TIGARD Approved by Planning AV IN& 2 POLYGON NORTHWEST (503) 2211920 Date: 10 -b Initials: PROJECT NO.: 395-031 2SIW8TYPE.' CONSTRUCTION LOT 7 (R-4.5, LARGE) SULE in 0 REVIEWED BY: PRE m < POLYGON AT BULL MOUNTAIN 2 15045 SW DANUBE DR 1 INCH 20 FEET