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Plans (3) A/S7k 4 ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2014 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality 9tKJtf16B12C1WOOd products f0110ijOV$bu,j ,' The plany may not be reused orsto,copied,d whnor part, etonf permission from ar other l rLumber DEC 21 RIGID LAM LUL. RIGI I) IM Company,which retains copyrights to,and ownership of the plans.Use of these plans by an'other '. product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use orROSEw., $Y AO>PORM peopVo7$ copying of these plans.infringes rights under the Copyright Act.Infringes face IlabMties that include penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully E "a0-,.. C� RFPJ JOIST mammaFOR CONTRACTOR NOTES: DESASN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 START START 4)USE CAUTION WHEN GUTTING FLOOR LOADlN6: FOR PLUMBING FRAMING FRAMING 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD HERE HERE SHEARWS ALL 1 2psf DEAD LOAD ..,..._ R_1 .... ......... t'.9.... 1 ,,. _ THIS J _.. .. SA SLEEP/N6 AREAS: J.q._..._ _:..:._ ._. .........J9 «.-:., .�.. ,ty........ _... PLACEMENT PLAN ONL Y. 3Opsf LIVE LOAD This out is to d n junction .._. .... JB ..._...:. I::.. .......::... ,:.....:. Ip! Jq-::.._ :.:.:._:_ .. .........: Jq ......... II ......... ..15-.:.:.:. ......._ Architectural/Structural plans. ,I s.Verify With i psf DEAD LOAD all ' ._.. JB.::::::::: placement andconnectors OOFLOAD/N6 V --- 'urchaser�rlesponsle forapproving g this 25psf LIVE LOAD l -.. .._ J8. ..._ } _ € Jq-.... _.. -- ._. ..... .._....._.........._ J*1 I.._.. ..._. ......._ +�I. ...... J5 _._ ..... ayout prior to any construction. 1,psf DEAD LOAD J8 I J9 _ Jq fill .. I,. .... -i ) -<1 1. ..... -.... .... :I _._ .._ __. .... .... ._.. -_. ....... ....... ....._ J4 ..J4 4 _ Jb -_.. J8 M ,S. I.: .,12J2 f.l • 444 i �TaI�_ ro `J2 I II -12 v J2 I �r oa ov J2.1 -422 ... v . am. 11. 11 OS_ Oa_ 1 RFPI BLOGKM6 PANELS MRH BEARM G WALL ABOVE ® ® Liiory BEAM N.T.S.LL — 11; Jbi l ...rb } ...... __ I......Jb -_-.. ..._... - .....: t J� .... Jb il 4. J4b1 Bs J -ib b �... EMU.AREA CM BI emir _Uri ,rr. 14 E. t,iIJ5 pBY gJ1 .11 e Aiii SOUP BLOC.ALL, �i�l IP PONT aE M '111 C ,,,PER PETAL 14 MAI-Gri TOMO.ABOVE I I1. ON R J1 , tj .SIU f I J6--- 1 ..... .__. _ ._. ._... 1 �I Jb ._. .... -. . I _._ .... ____ Jb _ I YI Jb .... POST LOAD TRANSFER DETAIL Jb 11 -Jb 1... .tN.T.S. TA 13, JB 1 NI S I ®onaoaasroPEW.CONCEPT I ❑ 5,, 5,,COKER"wn I I II I ❑no .- _ - PORGH PORCH �. w Y io�a MILBRANDT ARCHITECTS I UPDATED 2/24/15 KLN REVISED 10/14/15 KIN ® CONFORMS TO DESIGN CONCEPT l..MPOFZTANT,I PL 14-4 1 2(MAIN) ❑ CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING POLYGON 19 B REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION Width Mrk* Material Depth Grade aty Cut Lth Tot Lth 0 NON-CONFORMING-REVISE AND RESUBMIT 51 RigidLan LVL 3/4 9 1/2 1.5E 2 14 28 NIS SO thAfihI Mt SEEN REvi._!sD Fad VEER:conran.'la'RE 52 RigidLan LVL 3/4 9 1/2 1.5E 2 16 32 WITH'NE RSIN!I coh.EPT ahLY MD ODES xat RELiEr:TER - c LEGEND: 53 RigidLam LVL 3/4 9 1/2 1.5E 2 2 4 ClAh eP r V-h� G ESPasS h -FOR wu lah^E 0,N 1'4 1111 SIi Arno1haR AND son t ALL OF Ni "AYE 5``2 5 pacoN umberB4 RigldLam LVL 3/4 9 1/2 1.5E 1 10 10 :. EAP 7d�� 55 RigidLan LVL 3/4 9 1/2 1.5E 1 8 8 nr le h 501 on ^a- atd 15 2a'S �i( H }—-HANGER GALLOUT R t 058 Rim 9 1/2 8 16 728[Z/ J1 RFFI-20 3/4 9 1/2 1 34 24 CT ENGINEERFNCx. IPIC® & TRUSS R U S S COMPANY -SUPPORTING POST J2 RFPI-20 3/4 9 1/2 1 O 36 360 ® -POST LOAD ABOVE .13 RFF1-20 3/4 9 1/2 1 20 20 J4 RFPI-20 3/4 9 1/2 1 18 15 R -RIMBOARD JS RFPI-20 3/4 9 1/2 1 6 6 10515 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)558-9663 Jb RFFI-20 5/4 9 1/2 8 30 240 LE -LVL BLOCKING J, RFR-20 3/4 9 1/2 4 32 125 MAIN FLOOR JOIST LAYOUT JE -JOIST BLOCKING J8 RFPI-20 3/4 9 1/2 10 14 140 SCALE: 1/4-- 1'-O' PLAN DESCRIPTION/NUMBER: 501 9 B J -JOIST CALLOUT J9 RFPI-20 3/4 9 1/2 10 26 26o CUSTOMER: POLYGON .�1 BLKGRFPI-20 3/4 9 1/2 38 3 1 1 4 PLAN DATED: 1 2/1/1 4 8 -BEAM(FLUSH W/JOIST) Accessories DESIGNER: KAM/L HENDERSON DATE: 1 2/5/1 4 HDR -HEADER(BEAM BELOW JOIST) H 1 11'1401-1950-or-ITT9.5 5 880-BEAM BY OTHERS FL 1 4-4 1 2 (MAIN) SHEET: 1 of 2 START FRAMING HERE 9-00-00 Q 8-00-00 1 4I. g 1 BM1 R tf . ._l - , IMI l. - 1 1 • :U I 24"OPEN WEB JOIST @ 19.2"O.C. _ 1 E1111111III 2 9-12 POLYGON . 19B (old 5019 B) PL14-412 UP NEW 10/14/2015 LL _ Ito Products LL LL LL PIotID Length Product Plies Net Qty i BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 [ ;LL LL N LT LT LL LLk. 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 p BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 u. kli IRMi RIBLOCKING ` iI _ I O2 [ I ACCESSORIES QTY 3.- �,I`s IBMs g( - - - - ( - - I1 0 HIT424 43 N 11,f,. .! € . 2X4 DF#2&BTR FOR RIBBON 220' 2 F37 2, 28•. 28 2&F2:' 2: : F361F38'3a�' - II SHEAR BLOCKING PLACEMENT PER STRUCTURAL6 10-nil 1 1 ri ,,,.II-19 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. FOl !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! �i. FLOOR LOADING I40 LL c i_ @ ggLL O 15 DL ,�R 3 "� t N RR tl ti LL I(MM•)a�� JOIST WITH DBL RIBBON Old F03 O� 0 _w. LL ! • Pam u�rnr aIMOSNCONCEn o ® I _ 28 2 2& F3 $ TRUSS COMPANY = FDMEI MILIRANOT ARCKITICTS ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESIUBMIT THIS SHOP CRANING NAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRTCATORIVENDOR OF RESPCNSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER.THIS SHOP DRAWING. By: Arnold R.Solomon Date:October 15,2015 CT ENGINEERING INC IMMIll LEG • 1 1 - - ,. LEGEND: CITY OF TIGARD �j SD Pacific ! `:S I -SS SANITARY SEWER • 58 ; ■ SS -SD STORM DRAIN Community � ra�edy P anning Desitin t L N _' W L 458.4 WATER LINE ' ►-/ e` CJ • MANHOLE 12564 SW Main sneer 456.8 Tigard,OR 97223 • Initials: Lk m _ — — — — — — 74-r — -_- ■ CATHIN [TI 503947-9484 - DATE: 12/9/2015 �0' / 110001,/- ij STREET LIGHT REVISIONS 15.46' ; I STRAW WATTLE PERIMETER ' NO. DATE DESCRIPTION j EROSION CONTROL 24.46' 1i i 0 '1-11 ! / t 1 .. . 1 1 rr. 1 , RECEIVEDL-- , , II r--- �� !' DEC 21 2015 ! ill, ! SETBACK SUMMARY / _ �� FRONT SETBACK: Zp' CITY OF TIGARD SIDE SETBACK: 5' I BUILDING OIVISION i 18.22 I STREET SIDE SETBACK:ik 15' ' I /• 1 PLANT (3) STREET REAR SETBACK: 15' 1 TREE: 2"CAL. I I i � ! II N; 60 5.00' -roll I 59 1 I GOLDENRAIN TREE / I 7,426 SF 1 KOELREUTERIA ' , GARAGE I ! PANICULATA • I 0 1 , ' ; co BUILDING: 5019B 1 1 r — _ FF= 457.42 O I I ' - Ill � II I / , I I I I i f� _ —_ —' L • I limia I� / +I w I LOT COVERAGE: PORCH - ink --- I J • N v N LOT AREA: 7,426 SF °' �� _ ii 29.29' 27.29' ; ® POLYGON AT (,* 6.00' BUILDING FOOTPRINT: 2,364 SF N PUE ' 20.58' 22.58' /� ;'p BULL 455.6 � W — — T — — — — , ��� ��MIIIIIIII ���1����� COVERED PORCH: 232 SF ,n %I SIDEWALK ti MOUNTAIN CANTILEVER LIVING SPACE: 41 SF r � .� 0 �:.�-1 59.2' v. ''' J� ® 1111611 455.5 ;'! COVERED PATIO: 197 SF o � '. w,-.. -41ip . . � l i TOTAL COVERAGE: 2,834 SF h WATER METER h, d II ® LOT 59 y 38.2 % PLOT PLAN / • T as PLANT (2) STREET '• as — as ° STORM LATERAL IMPERVIOUS AREA: 3,576 SF TREE: 2"CAL. KATSURA TREE / SW/5 L. a \ss CERCIDIPHYLLUM » -- rA , SANITARY LATERAL j / `_o )1, JAPONICA E: 1 0 4 "" D n al 2 POLYGON NORTHWEST (503) 221 -19203 a 2 S 1 W 8 PROJECT NO.: 395-031 O v TYPE CONSTRUCTION 0 LOT 59 (R-4.5, LARGE) SCALE REVIEWED BY: PRE 10 0 POLYGON AT BULL MOUNTAIN a 15192 SW 154TH AVE 1 INCH=20 FEET Z I