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Plans (42) /`i,5-77, iC - Oa..3cF7 82 1 11 L LEGEND: I I 83 I Il —SS SANITARY SEWER Pacific i L I € Community 1 I I I I I —I-; 5 —SD STORM DRAIN I w WATER LINE Design 12564 SW Mai n Street _ __I 1 ® • MANHOLE r64 5d.OR 9rr23 J ■ CATCH BASIN 0]5(3 942-9484 1 I I DATE: 1/11/2015 I 253.4 I I z55.5 STREET LIGHT REVISIONS — — — — — — — — — > STRAW WATTLE PERIMETER No. DAZE DESCRIPTION48.0' EROSION CONTROL /251 © STREET SECTION, SEE 1 �2�' 13.7T I CONSTRUCTION DOCUMENTS I 25.00' i I %,� r I - SETBACK SUMMARY i r FRONT SETBACK: 12' 11 1 HR FIRE SIDE SETBACK: 3' ii ' ' / STREET SIDE SETBACK: 8' 1 II' RATED EAVES REAR SETBACK: 3' ', .441 65 ' PORCH SETBACK: 8' 4,320 SF ._- s¢.a� 66 I BUILDING: 5AR 64 ' � o _a I aM FF=258.7 Ia I E r. I 5.00' —0 I -.1— —� 3.00' co cri GARAGE �— LOT COVERAGE: o o 1 IT . ' a I I I I `1 --- — W f LOT AREA: 4,320 SF r-- J ° I 6 �_� 1 I � •ORCHr >� �� 1 ' r RIVER 1° 1 La PUE ' `r BUILDING FOOTPRINT: 1,814 SF — °I 1 ` E 18.00' 15.21' 20.00' — r TERRACE w '� COVERED PORCH: 52 SF NORTHWEST x rn I" _ — — -48;p' . — — �,— —t I CANTILEVER LIVING SPACE: 40 SF 3 PLANT(2)STREET fir 55.1 257.2 , �;-� -- o c TREE: 2" CAL. o f I . I F-r— Q COVERED PATIO: 0 SF o I\ i YELLOWWOOD/ -- ---- \ CLADRASTIS v DECK AREA 0 SF KENTUCKIA 11... „ ® TOTAL 1 906 LOT 65 LL / �� 1 rn COVERAGE: SF PLOT PLAN 5� R 28.00 WATER METER STORM LATERAL 44.1 % o L ' SANITARY LATERAL ' 4 /\ SS 75� SS ,"» \ sy A I SS IMPERVIOUS AREA: 2,575 SF o \ / \ '• j SW PUMPKIN VALLEY TERRACE �, b U i C G 'a1 h. _ � . / h a - f a' '-W 0 \ \01 "° .X -1. , i CITY OF TIGARD 3 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by tanning €E) ❑ PROJECT NO.: 395-037 U 2S1W6 WK. CONSTRUCTION Date: '1II�► 1!0 9 LOT 65 (R-7, STANDARD) SCALE REViE9ED6Y: PRE 0 RIVER TERRACE NORTHWEST Initials: t- L 13315 SW PUMPKIN VALLEY TERRACE 1 INCH=20FEET ROSEBURG FRAMING SYSTEM" M I� PACIFlCWMBERCOPYRIGHT ralLawZ014 n �y 3, quohryengineered wood produdswrtodaYsbuilder- "°�°""X'""'� mwvm+*a These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOW The planemayno,Gera-ucedorcopied.inwholaorpart.withoutwrlttenparaissonfromPaUficrLumbar R!GIDLAM LVL R!GlDRIM ,��"^y Whiehreaina I ' -^:',mom Iil To avwwc..w. induct than pgits tn,and owner an of the plans Use of tMse plans by any ofser "^'^• II ma RT^'`L CX^ra�zrs,11 product supplier Other than Pacific Lumber Company is strictly prfhlbited.UneWhplted use Or QOdffaRB MaKT M'OWL,Ii RLiNfaG tbYiT.FaObtiff -- cs rorc ra�euu copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include � `` II ro.osT..eova penalties of up to s20,000 per work infringed,and S100,000 per work infringed willfullu `� III FEB 3 2016RI Jo sT � / ° �II� CITY OFTIGARD GON77ZAGTOR NOTEffv PF-11(ENNO171* °'-`-'°` DIVISION 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS • �' BUILDING 2)ALL FOOTINGS(UNLESS NOTED ORTERWSE)R'SPLAN MEET OR DESIGNED EDTTEOLVE LOAD .,m^— MAIN FLOOR RfSIOCKNerAleL4 MTH RA .HALL AWNS FOST LOAD TRANSFER DETAIL SCALE: 1/4'- 1'-0' 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION GRII-ERIA RAW. (UNLESS NOTED OTHERWISE) OF L/430 ncrs KTS. 4)USE CAUTION WHEN GUTTING fggoR LOAMY.* FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS 7N/5/SA PLAGEMENT PLAN ONLY 30p*f LIVE LOAD O D 30psf OD This layout is to be used in con junction with 12psf DEAD LOAD START START Architectural/structural plans.Verify all I I I I shear wall blocking placement and connectors. ROOPLOAPYNS. , I I FRAMING FRAMING 1 I Purchaser responsible for approvingthis 25psf LIVE LOAD 'PATIO yo HERE HERE\ PATIO sut prior to any constru0tio, 1-1psf DEAD LOAD I _ .. . .=-R._._ . ._. 1 - Rea— 4 ,.= J5 ....._€r J1 J1 ti JS........... 11 [[) ..:: J1_,: 14I._. Jg -_ _.. _. Jg ::: :::: ,y4 JB2R1 R1 R7 J4 J5 _. { J5 . ... ___ d __ J4 _. .`µ _. I,.. ...._... ___. J 1 J5 I 11 Pl1 -__-_ ............... ....___. . ............... ..-.......... J _......._.. .........._.. E ._ ..........ate i+3--__. C —r- �!._. ` I y_ 4..-_-....... -I 43 J5 J5 ._ 11G>�3..._ U U p1 -. _...t€gE,.<1f9I O -..... ._ J5 .._.. «. .._3} _.. -._. O 0 Ji �E®9 .___... .......-..._#lam �fl I-I.�.�....- J5 .... ... 1 __ J1 S S Jlt kJ J2 n I7l. ILL _... ) ... .. [[99 elK .1277 y - . tar. 2 0 _. 11 1 1 1 1 R 1 �T,.. ._. LI ,12 � J2 R _ 2 42 R, 11 J2 _ J2 il 2 J2 2 -. J2-f.. • _.J4 ..._ .. _. 41...... CI3, — J62 --J1 - - J1._.._- 2 I� I t PORCH , PORCH I /MP £r4N__LC. I L 1 1 I REFERENCE INSTALLATION J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-89 (MAIN) POLYGON 5A LEGEND: hire• Material Width Depth Grade Oty Gut Lth Tot Lth B 1 RigidLam LVL 3/4 1/2 1.5E 1 16 16 pacui 16VaHERE PLATE NAILING AT "qumber 0,___ B2 RlgidLam LVL 5/4 1/2 1.5E 2 14 28 fSHEARYJALL ABOVE EXCEEDS ONE I ,g HANGER GALLOUT i x 53 R(gidLem LVL 3/4 1/2 1.5E 2 72 24 €ROW,PROVIDE ADO'L BLOCKING OR I 4a ® -SUPPORTING POST R 1 056 Rim 1/2 10 16 1 60 `WIDER RIM MATERIAL AS REDID. S C 0 M P A N Y ® -POST LOAD ABOVE J1 RFPI-20 9/4 1/2 13 12 156 R S ;_ . J2 RFFI-20 9/4 1/2 13 20 260 r c ofgs TO7=^.GHQ19Csrr R -RIMBOARD J9 RFPI-20 3/4 1/2 2 2 4 5930 JEAN ROAD LAKE OSWEGO,ORE60N 91035 (503)358-9663 LB -LVL BLOCKING J4 RFPI-2D 5/4 1/2 3 14 42 OiYFppf15 TO Cs51Gk WYC•.^:Wlii J9 -JOIST BLOCKING JS RFPI-20 3/4 1/2 15 50 310 0 rowo=.warowuxa<um WI-C755 R Sh0'hh PLAN DESCRIPTION/NUMBER, 5A JB1 BLKG KEPI-20 3/4 1/2 25 3 T5 0m�u +;w4+e�xurm•• L SON-u:NfORMi*IG-:'v JR_E 4J.'.^.'r.ESL'6MIT GU3TOMER: POLYGON J -JOIST GALLOUT - _s wo-awz ss is s w rims: c a �.:CfroEwwwE PLAN DATED: 2/25/14 JB2 BLK61./5 LVL 3/4 1/2 1.5E 6 3 18 t):. .1 1a: YME7 a ,NO E rT a:ra LE B -BEAM(FLUSH W/JOIST) Sia70+ E5 7 F2PW:31_ri .a YAahtI trH.it HIM -HEADER(BEAM BELOW JOIST) .uensA . ins; .a K:Me Zfe:i:N"I..uu rwta WE 11 1-r DE516NER: KAM/L.NEND�5ON DATE $725,i4 Aeee•sOrle• - .. m ..s�sa:mc. ra r,,w 3,41(EH1-(w L ier.:cr,. BBO-BEAM BY OTHERS H 1 ITHO 1 7950-Or-ITT 9.5 4 ,�.R•: sr:� 1l ,d:nf._ CT ?Mg I<:9aL+Ea hE.m,r mmi.D 4IDT ARCHITECTS CT ENGT-NFERING INC w PL 1 4-89 (MAIN) SHEET: 1of 1 POLYGON SA PL14-89 UP 7/29/2014 14"OPEN WEB JOIST© 19.2" 0.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FAAMINGHMO > Products Y RM1 PIotID Length Product Plies Net Qty Lme ' RM1 47-00-00 1"x 14"APA Rim Board 1 1 lq. !Ilip �, RM1 40-00-00 1"x 14"APA Rim Board 1 1 ' i ,I„ RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 I RM1 8-00-00 1"x 14"APA Rim Board 1 2 .., yRM1Ell 1 1 ..L 8M2BM4BM7"sBM1ilL BK1°Iu:, f� j BM9 19 00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ""� BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ''�'l�t' �'�8 ( Lil ® BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '.:3' I um atj 1 i Et. BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 , '; tI BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ( 1 . BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 R0:R BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 I� I�T�. A 9 go � 1� U BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I Laal i BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 0 $( BM11 4-00-00 BBO2 1 1 -�` :�° � N � �y � € FLOOR I S1 p Nf Rill e 'E PQ, ��! era=BLOWNG 40 LL tg$$r °'O pr= gg �'+P}( g RM1=wn eoano 1,11 11 1 11111 1E il' 5 6 A.rg g F I•A 8 ACCESSORIES 15 DL QTY I - TH017140-2 16 © ITT14 3 �� _ ry N - 0 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' r_- LL .. 4 rt I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN o i n ? REFER TO STRUCTURAL PLAN FOR ADDITIONAL r;; POST TRANSFER BLOCKING 11111 AND SHEAR BLOCKING REQUIREMENTS. A . . , i 1 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ® t l!T � II WHERE PLATE NAILING AT II SHEARWALL ABOVE EXCEEDS ONE t Mil M7 - - - - ROW,PROVIDE AMYL BLOCKING OR I' WIDER RIM MATERIAL AS RED D. is g CONFORMS TO DESIGN OlNCEPT JOIST WITH RIM E CONFOORFS TO DESIGN CONCEPT KIM REVISIONS AS SHOWS 0 m"O R1°�MfOM�'r I 0 NOISCO'IFOR"':NG-P.C/SSE AND RESUBMIT J motwrtx i1W'IT a.sw511 Rl xc Seu.-ran i �vr KOWAAlffF a K r* Pac�fi mimr ..., R4'A t7 fKKR V R i1R R 'Y r6R' i" IP i TIE p - x 3INK.GO Alf J' ' r}P 4_6WU W ".TIE (24x36 SHEET) SCALE: 1/4" = 1'-0" '" " I" ` "°" `" ` ANENT,/ �KM- N roes R.Htm DK %rawer is MIA & T R U..S S COMPANY , i MILISANDI AECNITICTS CT ENGINEERING INC