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Plans (93) .tic 57---)-01 - C,e>06, IS-S(04 Se, Sr-71/ }v. _•'ajj -. w ,a , W i��` PLANT r---------------------1 466.0 (2} STREET LEGEND: i _���` 54.3' _ TREE: 2"CAL. 1'ac2fic: 1 E b. i ������� -463.7 GOLDENRAIN TREE / -- —sS SANITARY SEWER --s� STORM DRAIN C0111111t1111 ' '��_ r �s KOELREUTERIA ---#.<......-::' I PANICULATA —w " .i i 2s6a sw wia97223st" i �— a 1 ® MANHOLE Tigard.OR 9rn3 a CATCH [73 503-941-9484 — — — � " BASIN ', . 1 N ae° a�( \\ I * STREET LIGHT ,,.,s.zo,s I ! REV3stONs I k I " `a STRAW WATTLE PERIMETER NO. DATE D£scRIPT70N �, 59.18' 1 EROSION CONTROL /. TRACT K 111, � - -.71-+"Aro il I �• ��F I SETBACK SUMMARY ':4-'. ��1 v ' �•� FRONT SETBACK: 20' ` I , ' PLANT(4)STREET SIDE SETBACK: 5 �!L ` TREE: 2"CAL. STREET SIDE SETBACK: 15' 58 '�fl 57 ■ GOLDENRAIN TREE / REAR SETBACK: 15' 9,263 SF (a: KOELREUTERIA 5.W ,� 4 PANICULATA 411 1 , 46° ,....) E !I 16.27 I- r fl T w :4 cst , LOT COVERAGE: 0 GARAGE BUILDING: 5019.50 1 Z r 1 FF N 459.57 1 r'.-- --- I LOT AREA: 9,263 SF �j POLYGON AT L�_ 0' e — i `�' \N BUILDING FOOTPRINT: 2,347 SF ri ■i-- - �t PORC ,� - i _ — — — Jim — < , N BULL 33 h i I COVERED PORCH: 56 SF 3 6.00' z4.z9' r ' - _ MOUNTAIN --4 a PUE 41111 20.29' 22.79' CANTILEVER LIVING SPACE: 41 SF ^ __-���•+�•+�s�ss.�.M. 1.,s �� ' DECK AREA 0 457.5 A — — — 197 SF . • , - 4'7 .4 .. h I �' / I At '.;� d►_°a'- 4-4- *-' • . g., TOTAL COVERAGE: 2,641 SF � >►�L"�I�.'���f///�' ►_ �,��i � � ,•_458.6 ; ` . LOT 57 _ ��Aremi 1����i>•l1+n 28.5 % V, �,._. _.,� PLOT PLAN i ` SIDEWALK WATER METER ,PLANT (2)STREET ~, 55 IMPERVIOUS AREA: 3,194 SF » SS SS i► TREE: 2" 0 ss CAL. �/1 E STORM LATERAL GOLDENRAIN TREE/ V QS SW SEINE DRIVE KOELREUTERIA >- as QS CS las PANICULATA ] `tn cit ill � w \� w ,w w I w_SANITARY LATERAL w-:15R - m �� 3POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD 2S1 W8 by Ian Ing PROJECT NO.: 395-031 Approv,-, Date. TYPE: CONSFRUC71ON g LOT 57 (R-4.5, LARGE) LE REVIEWED BY: PRE liiiiiiii,, POLYGON AT BULL MOUNTAIN Initials: Ls Z /53 / -SW SEINE DR ��N��=26 FEET TO INSION CONCEPT PACIFIC WMBERCOPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"' ® CONFORMS TO DESIGN CONCEPT 0 C ORS NEONCEe WITH mese plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. quality engineered wood products far 0y build/N- 0 ! The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ❑ CONFORMS TO DESIGN CONCEPT WITH I C y h Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other Ri w(7d iJ CD LAM-LVL RiGi DRi m„ REVISIONS AS SHOWN " F product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or jf !Y1 - __ -- copying of these plans,infringes rights under the Copyright Act infringes face liabilities that include M�t]ffBUR9UI RUST PROailC7S ROS�Iam6/OR�.rr ;,,Fwka penalties of up to 520.000 per work Infringed ands 100,000 per work infringed willfully. ❑ NON-CONFORMING-REVISE AND RESUBMIT `:HIS SHOP DRAWING HAS BEEN REVIEWED PEN GENERAL CONFORMANCE MIEBRANDT ARCHITECTS `£� REPI-JOIST w':TH THE DESIGN CONCEPT ONLY A..HO DOES IT RELIEVE THE ,�• FABRICATOR'VENDOR Of RESPONSIBILITY FOR CONFORMANCE WM THE f— DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER DM SHGP ORATING. , ' - • CONTRACTOR NOTES: PES/GN NOTES: By: Arnold R.Solaon Dec February 25,2015 I 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS CT ENGINEERING INC I 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR PATIO #', (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO I::: 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA I (UNLESS NOTED OTHERWISE) OF L/480 START START I 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: FRAMING FRAMING I FOR PLUMBING 1 HERE HERE I 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD aa_ SHEARWALLS 1 2psf DEAD LOAD - - `1g—.f - - ..... ..._ SLEEP/NG AREAS: 4 l - .... 37 -- This layouTHIS t to be used in conA PLACEMENT juuncti nLwith 30 s LIVE LOAD l. -- J7 -_ E -- -- ""-"-- -iI1 _, _J$--- ........__ -_._.._... Architectural/Structural plans Verify all 1 2psf DEAD LOAD I F - - --" - ....--- ... J8' f1I,L : -:"-.. i1 _ shear wall blocking placement and tors. IVEL urchaser responsible f or approving this ayOUt prior to any construction. 25psf LELo D 11p5f DEAD LOADi I • Jz 3 I .. ...,. ...... _ I ''—— ..__... _:.._. -_:- .:: ... .. -- ... J ._. ..,mow.,.,,. J2 - i. _ J3 k1 v J ��1% . I o o J2 I',/ __. ® 4, � .41,41...., .11 PA ■ ._ ...._ - --....OM BEAM — 04 z1 e �2 _- _ _ LL - -- �I R - - 2 PO BLOGKM6 PANELS YON BEARING Y NTS J5 — J5 ir 0- • qq A� B2 $_} 111 INSTALL S.A.BLOGGS IIC � 14 L `�...41 aero..TO POST so..E. 1 --fes'+ _.._ R1�.::::: ......_ II� J3 r II Tf R, -'1 f �T" F c' - P05T LOAD TRANS .. ... -. - .. FER DETAIL �qq .:. ::.I Ir 1T "IT T 1 f ..1Iir- %T.:if-vi '13`1177=-1 f 1' 'I�SiIT T 1r i fJ5f �1 .. NTS. 15 t:::J9 Js4 44 J4 Jk J4 J4 44 J4 J4 J9 J9 J9 I J4 J4 J4 J4 J4 J414 J4.14 Jul II 9J9J4 5 I 05. ti s 15I J9 PORCH I fki .11 il 11 a-1 _ /I----9-1/2 FPI-20 Bu 1 6 O.G. 9-1/2R. .____ l PORCH I I I START FRAMING HERE START FRAMING HERE I � UPDATED 2/24115 NLH PL 1 4-4 1 3(MAIN) POLYGON 5019 D IMPORTANT? Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth REFERENCE INSTALLATION 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 GUIDE FOR ALL FRAMING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 DETAILS AND I-JOIST INFORMATION 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 B4 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10 LEGEND: 55 RigidLam LVL 1 3/4 q 1/2 1.5E 2 6 12 /'� 66 BIG BEAM 3 1/2 9 1/2 2.1E 1 15 18 ( H )�-HANGER GALLOUT R1 0513 Rim LVL 1 3/4 9 1/2 1.5E 1 8 8 Pacifi umber �/ R1 OSB.Rim 1 9 1/2 9 16 144 ® J 1 RFPI-20 SUPPORTING POST 1 3/4 9 1/2 1 24 24 J2 -RFPI-20 1 3/4 9 1/2 9 36 324 -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 1 8 18 MAIN FLOOR JOIST LAYOUT COMPANY R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 10 6 60 SCALE 1/4'-1'-O' J5 RFPI-20 1 3/4 9 1/2 1 30 210 LS -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 4 32 128 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 JB -JOIST BLOCKING J1 RFPI-2O 1 3/4 9 1/2 12 14 168 PLAN DESCRIPTION/NUMBER: 501 9 D J -JOIST CALLOUT J8 RFPI-20 1 3/4 9 1/2 11 26 286 J9 RFPI-20 1 3/4 9 1/2 4 4 16 CUSTOMER: POLYGON B -BEAM(FLUSH WI JOIST) J51 BLKG RFPI-20 1 3/4 9 1/2 43 3 129 PLAN DATED: 12/1/14 HMI,•DEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 12/5/14 BBO-BEAM BY OTHERS H1 ITHO 1 1950-or-ITT9.5 21 PL 1 4-4 1 3 (MAIN) SHEET: 1 of 2 START FRAMING HERE 0 9-00-00/ , /m 0 y 8-00-00 RIBBON BM1I -I r r 24" OPEN WEB JOIST @ 19.2" O.C. 161 0 LL POLYGON 0) 5019 D RIBBON.] nY v e: N PL14-413 UPPER •_ :-oc LL 7 2/23/2015 Products I-- r` ti r -•� r` n r n ti Ir nI 00 g Plies Net Qty N co PIotID Length Product LL LL LL LL LL L� .LLLLBM5 13-00-00 5 1/2"x24" Glulam (1.8E 24F-V4 DF/DF)BM4 21-00-00 63/4"x24" Glulam (1.8E 24F-V4 DF/DF)F3 ` 828 BM6 10-00-00 63/4"x24" Glulam (1.8E 24F-V4 DF/DF)BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8-L_ LL ILL LL :u_ LL LLL- BM2 21-00-00 5-1/2 X 16 BIG BEAM BM3 15-00-00 5-1/2 X 16 BIG BEAMgEan IA 'N NA LL LLBK1=BLOCKING -1116RM1=RIM BOARD II - ,.. 28,F28 ACCESSORIES QTY 0 v---0---,5---Er---v- 1 72,--Kr—Al- �-- mss 17 U409 IBM6I a 'Rill (1;�c 1[ 0 HIT424 50 O A E3 I F281F28'IF 8 F28IF2I IF281F28AF281F2g F28"F2WF2' 2X4 DF#2&BTR FOR RIBBON 186' •^ '— 3111111 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 01 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. r FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA © . 1 1.2 FLOOR LOADING RIBBON] 40 LL P CO o m _l) m m 0 m co co ,..os oo mai I. 2 E E LL E LL LL LL E LL Li_ LL 7, - 1111.1.1.10 � I 15 DL � I _ r r N 11 U- U- LL �0 F03 Nk JOIST WITH DBL RIBBON A _1fa 1--12,— IBM6I 11-05-12 0 ni — 8, TRUSS COMPANY • ® IBM51 .RIBBON]En. — BM' o F28 F28 F28 MET F28 F28 / o F30 F28 F28 F28 P9O ]]]�� CONFORMS TO DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED 0 NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIENEC FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATDR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP CRANING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold A. Solomon Date: February 25, 2015 BY Alexia Fukui Date 2/27/15 CT ENGINEERING INC MILBRANDT ARCHITECTS START FRAMING HERE 9-00-00 0 m 10 8-00-00 q � y BM1 RIBBONI �.NM moi o�.a ■■` Ill" 24" OPEN WEB JOIST @ 19.2" O.C. o , �"�' -.._- i "Fr POLYGON . RIBBON.] Al019 D j PL14-413 UPPER ® I2/2312015 • CO CO' _ N. n Products LL�' LL LL LL PIotID Length Product Plies Net Qty 6M5 13-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 i BM4 21-00-00 6 3/4"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 u, 04 cm`M ':� .M �, :�, BM6 10-00-00 6 3/4"x24"Glulam (1.8E 24F-V4 DF/DF) 1 1 LL L.L. "LL (NI LL 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 pg BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 'b 'OLSSTS 1i IN CM 1-10 RM1=RIM BOARD �BM6�Iitiii ACCESSORIES QTY n- r- tNi i i ■l9 ® HIf424 50 29F28 F28-F28 F28 F28 F281F28E28 F28 F28 F28F3e. 0 2X4 DF#2&BTR FOR RIBBON 186' 11111.11 lit — o � SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F01' HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. /� VI 0 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F IL 1� RIBBONI 1 Mil FLOOR LOADING :®9 x��e MX6 r 0 CD CO CO CO CO co CO CO V 40 LL I ��� 44- °° 15 DL El LL LL LL LL LL LL IL LL LL cNI LL LL LL 1 _ —\ i t 11111.1111111111111011 EMI yOr F03 Q� JOIST WITH DBL RIBBON F2: 28 F28 0 0 _ nisi Al 05 2 6 Pacitiaaumber �m RleeoN — �BM51 A ®L MM.NMI & TRUSS COMPANY IRIBBON F28 F28 RIBBON F28 F28 F28 co F29 F28 F28 F28 F30 'co 0 CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPTWITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH HE DESIGA CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR;VENDOR OF RESPONSIBILITY FOR CGHFONI,AGCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AAD SPECIFICATIONS ALL OF MICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER T'r..IS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Cate: February 25, 2015 By Alexia Fukui Date 2/27/15 CT ENGINEERING INC MILBRANDT ARCHITECTS