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Plans (62) 7J c->f 6- -C-C-c- -7 / S"3 ? 5c/// G42i-: LEGEND. - *", —ss SANITARY SEWER I Pacific ' 1 —so STORM DRAIN i Co111munity 1 TRACT D ' .�e�i n w WATER LINE Q MANHOLE LLc a sw Ta-T4Street rid,OR 9/71s (, — — — — — — — — 60.0' — — — -- — — 11 CATCH BASIN m coat-9asa 1� { 447.3 a o.� ,,.,srin,s 446.6 + STREET LIGHT REVISIONS 18.23' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION • I { I ( EROSION CONTROL { I — — — ., — r __ — + - 1_31.46' — — , I r — —' _ ' t--—' SETBACK SUMMARY It I � — I s f � �;. -I- I - :_ r I ___1 - I- FRONT SETBACK: 20' —#,,, x 500. J SIDE SETBACK: 5' < STREET SIDE SETBACK: 15' .4-) ! r REAR SETBACK: 15' 55 54 0 56 o I 6,540 SF I C & I 5.00' ,..-- BUfLDING: 5019.56D E ] / I I GARAGE FF=454.38 Vt, — I l N I ( I I r l LOT COVERAGE: kg! mIIIIIC LOT AREA: 6,540 SF o ll 1 Ems!,. �;�M t PORC -- z �I L — -- — r POLYGON AT z r L — — __ --- L�, 456. BUILDING FOOTPRINT: 2,364 SF I \I BULL LT F, , �� / \> r_6.O(y E I 2A.58' 27 24' SIDEWALK , COVERED PORCH: 232 SF MOUNTAIN A`'-— I ����� ""� CANTILEVER LIVING SPACE: 197 SF M — ,. _ _ h $ �\��� \ �� — I t— / — DECK AREA: 276 SF ;_43; - : Si.if DI,' 457.6 4 W/I/v *•,�1 ' 0 0 TOTAL COVERAGE: 3,069 SF . -.8-> 1 � .4' A . _ �,tr) -2 %., LOT 55 y M "' M M' WATER METER_M �P__�% Q 46.9 % PLOT PLAN SD Il S� SR • STORM LATERAL\SO •. M-- IMPERVIOUS AREA: 3,727 SF PLANT(1)STREET __ SANITARY LATERAL TREE: 2"CAL. — 0 SW SEINE DRIVE GOLDENRAIN TREE / ° S5 o ss SS I Ss S5 ' S / KOELREUTERIA \ -5- —a1 PANICULATA U +/ \ Upf y } a n i 0 C P. POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD 0 $ 2 S 1 W8 A p p ro = Plana PROJECT NO.: 30-03, TYPE: CONSTRUCTIOF, LOT 55 (R-4.5, LARGE) Date: �2 th o� REVIEWED PRE 0 POLYGON AT BULL MOUNTAIN Initials: . ..-S Z 7.2715592" SW SEINE DR ifNCFi=20 FEET PACIFlCWMBERCOPYRIGHT 2815 ROSEBURG FRAMING SYSTEM- PACIFIC veered wood These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. Q Jrproduct(0lr0dpyS builder- These awe(" The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber A _ /^� _- --- Company,which retains copyrighs to,and ownership Of the plans.Use of these plans by any other 1.;,,.v ' - B REGI D1 AM LVL RiGI©RIM" product supplier other than Pacific Lumber Company strictly , ]? _` _. w v���111111�Ta !V 11/t1 pp" p y is prohibited.Unauthorized use or " copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include R03f8VA'9 fOk✓ i vaoaucrf cOseN[iffiS.WNW T MOM= penalties of up to 620,000 per work Infringed,and$100,000 per work infringed willfully. "(. 4 ' ' RFPFJOIST kL>&9HR0WiLKtFJAOOUOis START START • CONTRACTOR NOTEx PES/ONNOTES FRAMING FRAMING a n 111 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 0 lb"O.G. 9-1/2 RFPI-20 e lb'0.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN GUTTING MOOR LOAD/N6: PATIO FOR PLUMBING PATIO 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD It R1 R 1 , SHEARWALLS 1 2psf DEAD LOAD THIS/SAPLACEMENT PI-AN ONLY SLEEr/N6AREAS 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all R1 R1 shear wall blocking placement and connectors. ROOFLOAD/N6, `o- Purchaser responsible for approving this 25psf LIVE LOAD m : \ • ayout prior to any construction, 1 7p5f DEAD LOAD m: J2 J2 _i ry (i J2 J2 h J 1 J1 .X62_,_ —' -` 1 R 1 J 1 J 1 .-.a..,w-..W. _ ..—., '— -- .."--L'' . J3 .13 IlArp�, ,.� ...;iJg.}Da J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 43 J3 J3 J3 J3-13 J3 J3 1 ,' i J9 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3J J J3 .�/`!� 3 3 J3 J3 J3 J3 J9 J3 J3 J3 J3 1 �Ir • eyrm •-,.-. "".....r..... w II RFPI'BLAGKIN&PANELS MTH BEARING MALL.ABOVE 51> 1 KT S. . B�/{N1 AI 1 I'' POSTS MOM E, ___ . T.aawstREw �� POST LOAD TRANSFER DETAIL KT.5 I I I I PORCH I PORCH • IMPORTANT/ • REFERENCE INSTALLATION GUIDE FOR ALL FRAMING © CONFORMS TO DESIGN CONCEPT - DETAILS AND I-JOIST INFORMATION ❑ CONFORMS TO DESIGN CONCEPT WITH LEGEND: PL 1 5-40 el (Basement Floor) REVISIONS AS SHOWN POLYGON 1 96 Depth rad WITH JOISTS) NON-CONFORMING iS REEhG REVISE AND RESUBMIT PaC11111 umber OH --HANGER GALLOUT Mrk• Material WIQth Depth brads Rty Gut Lth Tot Lth SHOP fi�RA fA,MAS 3E4 9e4 Eh FOR GENERAL CONFORMANCE ® -SUPPORTING POST B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 aI k t DESIGN CONCEPTONLY AHC DOES NOT RELIEVE H iSi mr�FCRMsro ..w,cc xam �`t+F CA1 4 Y N.>'hi h S ANS L_TY FOR C NF PWAC 7 iN THE a Rvs SitiN'nw-hvr wnN & TRUSS C O M P A N Y ED 52 RIgldLam LVL , 3/4 9 1/2 1.5E 2 2 4 DESI,N DRAWINGS AND SPECIFICATIONS ALL OF'#NICK HAVE PRIORITY 0...CONFORMING- —POST LOAD ABOVE JB 1 BLKG 1.'15 LVL 1 3/4 9 1/2 1.5E 25 3 '15 OVER'«_,SHOE DRAWING. R -RIMBOARD J52 BLKGRFPI-20 1 3/4 9 1/2 13 3 39 ],.J1Q/2015 10515 SW ALLEN BLVD BEAVERTON.OREGON 9'IO05 (503)553-9653 L9 -LVL BLOCKING ...11 RFPI-20 1 3/4 9 1/2 2 22 44 BY MRP Date ' "" J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC E_-____.,nx.L_..._ ."____,___.,,.,..I.f,",E= PLAN DE5GR.IPTION/NUMBER: 195(BASEMENT WITH JOISTS) J9 -JOIST BLOCKING h±l2 ERkND': ARCHITECTS J3 RFPI-20 1 3/4 9 1/2 24 26 624 - -- CUSTOMER: POLYGON J -JOIST GALLOUT R1 OSB Rim 1 9 1/2 3 15 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 11/90/19 5 -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories SCALE: 1/4"- 1'-O' DESIGNER: KAML NENDERSON DATE 12/3/15 H, I ITT9.5 4 PL 1 5-409 BASEMENT 590-BEAM BY OTHERS FLOOR SHEET: 1 of 9 CONTRACTORNoTEs: PACIFIC LUMBER COPYRIGHT 2014 ROBFRAMING SYSTEM" 1)VERIFY ALL FRAMING CONDITIONS qua ity engineered Wood roduclsforlodaysbuilder- These plans and the designs are copyrighted under Federal Law byPacific Lumber Co Q 2)ALL FOOTINGS PER DESIGNER'S PLAN c01 L (UNLESS NOTED OTHERWISE) The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber }��++��JJ � /►�■_ 1� /^� - - Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI DLA L Af.L RIGI DRI 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific.Lumber Company is strictly prohibited.Unauthorized use or (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 42aSfeUA33 massy PROW= 163 4)USE CAUTION WHEN CUTTING penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully FOR PLUMBING RFPI JOIST 5)PROVIDE PROPER SUPPORT AT ALL SHEARWALLS kOSFSURGsurnstwacts TWO 15 A PLACEMENT PLAN ONLY GE5/6N NOTES: This layout is to be used in conjunction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"-1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START DF L/480 FRAMING 3.-3 1/4' 3'-3 1/4" FRAMING LOORLOApitie. HERE \ I \ I DECK R 1.._"111___ (2)53 R 1 DEG HERE 41 2psf DEAD OLOAD 41':: _ .....a t''".. ._ ... 11 .. 1 LIVE LO >SLEEI A5: f€ 30psf LIVE LOAD R 1 .:.J5 ••t r -_. .. J 1:. .. _ ... _- J 1 .. _ I �► ti; _ _ ,.,, JS,. 1 2p5f DEAD LOAD JS ......... J-1:: .._.., J} ......... = N I 1 ROOrLOAPIN6+ _� Q a / V W no V `� • 25psf LIVE LOAD ... 5.....1 :::: J_}: :::: ... k::: ::: J} 1 ._.r r, O F r..... 1 Tpsf DEAD LOAD d1 N J5 _ ,.-J5 9ti . . ; :b D :p SBPa,4 d5 - .. 41.-:. ... .-"1.,. , w-: .J1 ::: ::: .< e W ` _ ® x. ....c0 = z h _ . .. _ .ry 131j . "= II Z M _J5 ._.. .. ..... 4} _� _... .J}......_... __............. LL H D . ......_.... ....._.. ..._.._ }} ._........... ....._....._ .... .... ....... ----_.........J} ._...._ r J5 I 'A24 y . K I- Z _ 24_ _I ' ,.,�...:tel $1 .. 11: ... -.-.-�� : -.- J1 .-:. i 0 - .. J1 'r .. Mr ... . ... __... X2..$..1.__; �" / �•maa°'• 11 1 1/2 11-1 1/2 ,y, 11 _ ._ J1 _ _. ^ < -I ,1 x 3 z ? x � / J1 JB 1 m 2: I m 1 ....:::. ._: J 1 _ ...... ...t .... J# --- �.:. Its I i m u*..e O O J$1 U 1:1:: ....r:: 1-:.:Y j... ._...r.-- ...11 ._.. i n W o D 1_,-'e''',_ 44 ..:..e..,.F,.. ""°'"„,-. x ... N ... ... .. ... .. aI 0 r R..1..._.. H 3 B 1 J5::y _- ... N Pi :::: J 1 _- ::. t .,J5 A�-� -"_`�.. „-".�_H}' :P. RF%BLOGKN6 PANELS rUTX BEARM6 r1ALL ABOVE 2,0® R 1 J5 41 - ... - .... _. J.} .. .. 45 ® R1 N.Ts. N ..».z.,,.-,...R 1 .:: ;;; J 1 r: J 1 - _ •d> B 1 R 1 ri HI R -11 r [[]] [ -JIL II [1 -F ._ ..... .. .. j It I N. I+ l ' ��i AILI rash.«`o�`.ao,.E To eE.,.INs aeLon. IICT�SOYA.�: Il 11 ' t e� OF BLOCKS 11 J2 iJ2 , aao.I'D POST ABOVE J - .. J 2 _. 1g2 J-2 ,,V I1 J2 'b / PMYWz.0 BELOW BEAM!„ ._-_ _.-43.5 .__ . xWLL--- --- H5. -- .2YABELOW BEA J3_ - --8 41/2" 1 3/8 J31---IRI R11�1 10 3/8" JB 1 { .. ..: _ "• J3` .. .:.. POST LOAD TRANSPDR DETAIL --15-5--- .t t t .. J } .............__ Il .. _......_..._.----- .....2 .____.---... __.__.__ ._.... Ii J2 a €1 ._. 11 j_.... J2- I __ __. .._11 ...J2 _. 1i--- __ J2 __. ___. .. ` • R 1 R1 ... _ J4:::li J 1 .... .... _. .. ... J4__I ..... ...._J 1 I € °J4 PORCH I PORCH PL 15-409(MAIN) IMPORTANT]. POLYGON 1 98(BASEMENT/VITH JOISTS) REFERENCE INSTALLATION Mrk• Marla Meth Depth brads ON Gut Lth Tot LM GUIDE FOR ALL FRAMING 51 RIgidLam LVL 3/4 1 7/3 1.5E 3 4 12 DETAILS AND I-JOIST INFORMATION 02 RIgldLam LVL 3/4 1 1/8 1.5E 1 1 5 15 B5 RlgidLamLVL 3/4 1 1/5 C.5E 2 18 35 04 RigldLam LVL 3/4 1 1/8 1.5E 1 20 20 B5 RigieLam LVL 3/4 1 1/8 1.5E 2 14 28 LE6END: 66 RigldLam LVL Bl RIgIBLVL 3/4 7/8 5E 1/4 1 1/6 1.5E 1 8 2 8 © paclill 2 _U BD BIS BEAM 7 1 7/8 2.1E 2 14 28 Filler blocking is not structurally required provided both �H ---HANGER GALLOUT Ba 616 BEAM 1 M s 1/2 t l/a 2.1E 1 14 14 I-Joists are continuously laterally supported by ® J1 RFPI-20 3/4 1 1/8 66 18 1188 -SUPPORTING POST J2 RFPI-20 3/4 1 1/8 to 50 300 connection to the sheathing at the top flange.In opTRUSSCOMPANY ® J5 RFPI-20 5/4 1 1/5 4 32 123 addition,the joint in the sheathing shall be positioned & -POST LOAD ABOVE J4 RFPI-20 3/4 1 1/8 3 20 60 over the center of one of the two t0 flanges t0 assure R -RIMBOARD 15 RFPI-20 5/4 1 1/5 I2 4 48 p g J6 RFPI-20 3/4 t 1/3 t 24 24 shear transfer between sheathing panels. 10515 5W ALLEN BLVD BEAVERTON.OREGON 91005 (503)555-9663 LB -LVL BLOCKING J1 RFPI-20 5/4 t 1/3/a 1 1512 12 _/_� PLAN DESCRIPTION/NUMBER: 1.113 (BASEMENT WITH JOISTS) .. -JOIST BLOCKING R 1 056 Rim 1 1 1 1 2 •"°°W'i0"' JB 1 BLK6 1.7 5 LVL 3/4 1 1/8 1.5E 21 3 53 -w 2.1/17 2.17 2-121 >,rr J -JOIST GALLOUT .S2 BLK6 RFPI-20 3/4 1 l/8 10 3 54 Rau.. �/ .:q u t z a,. w.. wn Max PAM Max Mn u.. Min MaPLAN DATED: 11/30/15 POLYGON 0 -BEAM(FLUSH w/JOIST) AGGU••orin DCL I-JOIST VrrHOUT nLLER CONSTRUCTION r ,r r ,e z a z z• z u Cl MIT 1 1.85-or-rrT 1 158 15 5.15. DESIGNER: ICAM/L HENDER50N DATE 12/3/15 NOR -HEADER(BEAM BELOW JOIST) 142 Mlra 11.55 42 100 or 1Ur ,e z ,r z z. z w z z. HBO-BEAM BY OTHERS H3 L550125 1 °°` PL 1 5-409 (MAIN) SNEET:2 of 9 zi CONFORMS TO DESIGN CONCEPT n CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN il NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP RAMS HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY RIG DOES HOT RELIEVE THE FAHICATORIVERDOR OF RESPONSIBILITY FOR CONEORMAKE WITH THE DESIGN DRAnINOS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .„, START FRAMING HERE OVER THIS SHOP DRAWINO, 0 By: Arnold H,Solomon DaYA:December 9,2014 9-00-00 1,c?J, , CT ENGINEERING INC 8-00-00 { BM1I RIBBON] 1 • ' g i; ,,,,.., 1 1 - • g' • . . . (0 ? ' 1! 1 1 . 24" OPEN WEB JOIST @ 19.2" O.C. ., 1 - 111 1 * . ,„ , . E I. k ITI 111 I I ' Ill : k I : I.:. °, 1 l 'i ... ,.. , 4 • : i :. POLYGON 2-09-12 15Z1 1)1 1, . ' .. 4. 1 S' ;: ' 1 '• :t '. 1 k S II ! L , V 4 5019 B PL14-412 UPPER . „ g , . , " : ''•• A° : ''•• 1 '. '''• i ' '1 II . • -. a a a i 12/4/2014 . , . s ' , t: , • • t) : - . 1 - i ' . t , t. ; .• • 1 , . .sk..., • ', , 1. - t 1 , g , 1 • : • ; 1 Products - . ' .. .. I L ,r-D- . PIotID Length Product Plies Net Qty : , P I P 'X 1 • i BM4 21-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 1 i i ' 1 ! F2 F2;i S • - . ..,... , , ,4..., , BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 - k 1 4 0A . • ; .1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 ,,.., I . el co •cn cO .6 v:: ,, , '. • '• : 1 r. 1 '', " . 1 1 • 0 . BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 LL I 1 , 1 p • g . ' • ' ' . , . . .. 1 ' •:°' . 1 ' 0 • , 4 . 1 . „ . . H: . , • ND) ,- 4 : • • , . • „.,.. E.PRO" 1 -''' • : ! BK1=BLOCKING RM1=RIM BOARD I P • ;CV ; 11 1 11 •,NECT N FR 1,1t,, , • I i : •i'imitilil : .:- -; 1 II ACCESSORIES QTY 1 , , t • g , : . A 1 "i I 1 1 i Ili 1i10j9 1 • 5 ! . ..,,, p-oa-. 38 ',,, ' i g_ g g g _ ic': .gjEmg g g g g HIT424 37 11. - . - •X •.''''' • ® , . . , g RIBBON I , E i 11 11519 2X4 DF#2&BTR FOR RIBBON 230' :1 , : ":: ,•,:,:- , ' i / # ..• ,L, , ,Ls, 420 II ! 11 ICH 1 ii ! I ,A.M, ilatikri;f28 „ 28S 28:• 28,..- 8,,-F36 3:':31,i .... . P III Ed 1 EIM 1 - --- --1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 k 1 ' ; 1 csi , 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. g u_ i t g 1, . IFLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA1 ! k 1 III till t I ....,.......E.Fot.- n • f . ! 1/4 : FLOOR LOADING , . ; cs, 40 LL •.1 (;) -, 4 k 4 ,k c . . • . i 0' ' . E I iii ;• e 1 ' 1 0 .... . A .. , . I 110 „ . 1 :• 1 ri: 15 DL I s ' 1 :: • % iiimari,ma .-.. ;_,! M1 - uj ,. . . : . ;. -.. .. . :op • 0 _ , — 1 . . 0 k L.L i LL : ag • , ,._ ,,,, . P P ' • I I: IT, ; '1 1 X. g g g I gg • : . . t i t ILL JOIST WITH DBL RIBBON , . EFEriinirirMil ' " i '•• , P 1 1 I Vor F03 NIlkorolv 1 I . . k i set ' ' 1 ; ; ' ; ! • ; I 0 i " • ' , r 1. ! Pa Cifi , , . , 0 ( 1 11 1 • :' ' I I' 1 1 , u.. mber 4u . . . k i ' • 1 . , ...11amagmemt7.2 i, . i 1 1 r & TRUSS COMPANY i 0 . ;• F2:f28. • ,ium'i Jam :1;_': i_ ,.__._=...F33 .4 ign=0E, . .,. .... .- .'.. • —•:•., •,,. 1. takti RIBBON) A1121 I q PIBBONI =3 0 CONFORMS TO DESIGN CONCEPT R3 co = 9 r—i CONFORMS TO DESIGN CONCEPT WITH 9 1---1 REVISIONS NOTED 9 NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE EABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS, SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 12/22/14 MILBRANDT ARCHITECTS