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Plans (121) M C aCA- L r U_CA tG Vis\, 3 Q-C1 C S�- LEGEND: ss— SANITARY SEWER Pacific 5 I �� _�_. .___� STORM DRAIN — Community Tr , — — , —w E Design WATER LIN l 307.0 t MANHOLE 12564 SW Main Street ] ` 309.9 v Tigard,OR 97223 ' []503-941-9484 =-- - --..-...-•--..--...- - 0 _-=— ... ��__ CATCH T p� i �_ _te BASIN DATE: 7/20/2017 IJ l i ; REVISIONS 1� ' j 'a — STREET LIGHT NO. DATE DESCRIPTION , III, `l —\, 1 27.00' — \ - A` i I \� — STRAW WATTLE PERIMETER c `' `� 35.00' ` I I EROSION CONTROL 1 , 1 } -} t __ �� FLOW DIRECTION ARROW I-.- -44 -p l -i-.--_ r'+ 55 ,III -- i1 I STREET SECTION, SEE ` _ CONSTRUCTION DOCUMENTS 11 i 1 �1 E5 G 102 I ' 1 ' (� ;��� �� 5,000 SF 1 ;` 4.79' ;t �� SETBACK SUMMARY 1 �1 I 1 BUILDING: 5A a� I' 1, 103 I FF=308.41 g ` 101 FRONT SETBACK: 12' = /jIII o ` SIDE SETBACK: 3' E I II` _ STREET SIDE SETBACK: 8' r Ii o jl f d i X5.21 I FRONT GARAGE SETBACK: 20' - 1 , I \ I FRONT PORCH SETBACK: 8' I' I \ REAR SETBACK: 15' \ 0 51 , I R GARAGE `� E \ REAR COVERED PATIO SETBACK: 10' O %--t--• ( �_ 5 ` ` is , f No ,-r1 — r1, -r 1 ` r4 I p 1 6.00' _,PORCH LOT COVERAGE: = I — PUE, TYP. ; [ RIVER a> �� t 20.00' �— —� 18.00' ❑ ❑ LOT AREA: 5,000 SF �t ' �� — '� —15.21'� LI— TERRACE CO 305.8 - - - — 308.3- - - - BUILDING FOOTPRI NT. 1,814 SF } t ia EAST o f < lgr 7 50.0' o Air ,, . = f %. ; ` `WATERMETER >Air COVERED PORCH: 52 SF Lo 0 ••• WAINDPIL _ANIPMPAIMIMMIV: wit / / I COVERED REAR PATIO: 170 SF CO ` �`~----__N, f iii iaiYl� ,,,, CANTILEVER LIVING SPACE: 40 SF __\,„/ .1•‘\ N., '4,1MPIP s411k, ...I ,. 102 �t SANITARY LATERAL (2) ROHANI EUROPEAN DECK AREA: 0 SF 00 % j' PLOT PLAN 2," STORM LATERAL 'BEECH / FAGUS s SW BIRDSONG STREETI? SYLVATICA TOTAL COVERAGE: 2,076 SF D_ ROHANII' ❑ w " j' U W r` "` yy — v r v \,,:, -` ••\•••\ 41.5 % ' 10. 4,..f� j /,f 7".J/-''7 7- / I I ;I �I j'., •/ , fj ;r t •/E_.JJ IMPERVIOUS AREA: 2,614 SF 5 U N- 0 cp n° OF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 _ ,' by Planning S E': 2 240 2 S 1 W 6 t a PROJECT NO.: 1 _� - -- TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE up LOT 102 (R-7, STANDARD) , 1 - o 10 20 cn RIVER TERRACE EAST 16919 SW BIRDSONG STREET 1INCH=20 FEET a " m "" PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM`' "°,,,,._ �^ -r,N � quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. °""' SOUP BLOC.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ ...t'°°°' POSTS FROM.Dove "'0"'°°W°» Alp III ro DE,ewO BE�O,v. Company.which retains copyrights to.and ownership of the plans.Use of these plans an other RIGIDLAM LVL RIGIDRIM :_:=7=, P y. P p p y y G ♦ ,w , , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG,FOREST PRODUCTS xo�wxrt+rornsrv¢oaucrq copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include `` BEI-on To POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfullu QIP E �RFPI-JoIST I�/ ROSEBURG roaEsrvaoaucrs „�,,,,,," CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „,,,�,;,'T„',„A'"°"�„W,", ,,;,;""""°"'"a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI'BLOCKING PANELS MOTH BEARINGWALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 n.rs. H.Ts. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD START START THIS IS A PLACEMENTPLAN ONLY. SLEEPING LIVE A5: 30psf LIVE LOAD FRAMING FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I I HERE HERE I I shear wall blocking placement and connectors ROOF LOADING: I I Purchaser responsible for approving this 25psf LIVE LOAD (PATIO fl ATIOI ayout prior to any construction. 1 1psf DEAD LOAD I I I - I - --RI- -R1 �' I. —aM jI J5 al J 1 '�1 Jr! _ I I I I _ 1..; JG \ ® CONFORMS TO DESIGN CONCEPT • -15 ❑ CONFORMS TO DESIGN CONCEPT WITH _ _ I REVISIONS AS SHOWN I .1T �- i' I' �I, J::I i R��2 P -I' ❑ NON-CONFORMING-REVISE AND RESUBMIT 11 I I - - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 I _ ..Lry: WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i' (I• (• 'I . • R 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY II IIIJ �: OVER THIS SHOP DRAWING. J1 - _ N' `:�__ — By: Arnold A. Solomon Date: Mav 11,2016 I. f CT ENGINEERING INC m-t- J 1 _ ... - • 1 �, •--: J9 '�\'g I '' 0 O J 9 I J I'i'< `,,- I ❑X CONFORMS TO DESIGN CONCEPT 'j iv iv — ❑ CONFORMS TO DESIGN CONCEPT WITH J I 1 o' E31 REVISIONS NOTED • II_= ® ® - it 1 F R9 J7 ❑ NON-CONFORMING-REVISE&RESUBMIT ' ( 1__ ' OO THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE (V (V - - -- ' R 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE fL 0. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN .I� K IC DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. II ry . _ _ gy Jeremy Pfarr Date 5/11/16 . 3Br , P MILBRANDT ARCHITECTS II v -V a2 il ' R1 I I J2 ' J2 •w __. J2 jr:IMII J2• i.�llJ7 - _ 112 iII r,2 I R� J1 ll PORCH -1 PORCH I IMPORTANT./ L I J REFERENCE FOR ALLFRAMINGl PL 1 5-5 1 (MAIN) POLYGON 5A FRONT TO BACK DETAILS AND I-JOIST INFORMATION Mrk* I Material I Width I Depth I Grade(Qty I Gut Lth I Tot Lth B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 - LEGEND: B2 0513 imLVL 1 3/4 9 1/2 1.5E 2 14 25 Paciti umber B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24 0....HANGER GALLOUT RI 05B Rim 1 9 1/2 1 1 1 2 116 pp ® J 1 RFPI-20 1 3/4 9 1/2 12 1 0 160 p� TRUSS COMPANY -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 13 20 260 el -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 J5 RFPI-20 1 3/4 9 1/2 12 30 360 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 CO -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK JB -JOIST BLOCKING J-f RFPI-20 1 3/4 9 1/2 1 10 10 CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 PLAN DATED: 2/25/14 J52 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 18 B -BEAM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 2/1 6/1 5 BBO-BEAM BY OTHERS H1 I THO 1 1950-or-ITT9.5 4 PL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON 5A PL14-89 UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE PIotID Length Product Plies Net Qty RMI RM1 47-00-00 1"x 14"APA Rim Board 1 1 _ s gg,_�®_tea _,,�® RM1 40-00-00 1"x 14 APA Rim Board 1 1 �� �I (J RM1 39-00-00 1"x 14"APA Rim Board 1 1 ® 'I RM1 21-00-00 1"x 14"APA Rim Board 1 I RM1 12-00-00 1"x 14"APA Rim Board 1 1 . , . . RM1 8-00-00 1"x 14"APA Rim Board 1 2 ® RM1 4-00-00 1"x 14"APA Rim Board 1 3 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL. BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM9 19-00-00 0 0 1 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,!\ BMa BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ii BM6 RM1 BM3 B A1j BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 — • �'m L, � � ' BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM11 t — BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 �� Ogirililli `' a BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 "R. a ii s I BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 A �� I�� l— m BM3 5-00-00 3-1/2 X 14 BIG BEAM11 BM11 4-00-00 BBO2 1 1 FLO = IS r.. UMal 'Et�e�:�Ir OR I OA�7iNc I uJlJuIflJ {f�. BMS IZl=BLOCKING 40 LL 111 RMl=RIM BOARD i i MMI � U1 iiiiiiiuiIIIIlIIf11111 TH017140-2 16 © ITT14 3 Ii X 14 OSB RIM FOR SHEAR BLOCKING 21' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I L� u_ r ._ . REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. . j IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA m jBKll= I� RM1 I WHERE PLATE NAILING AT SHEARVVALL ABOVE EXCEEDS ONE BM7 • I ROW,PROVIDE ADD'L BLOCKING ORil I. R WIDER RIM MATERIAL AS REO'D. _= � s .._ =—AAA AA c 111==-AAA_.,JA I.P.E.P.R.� a.wi�<.4l>MR-�eu �RM1I RM1 ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM a1 CONFORMS TO DESIGN CONCEPT WITH I -I I - REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ ogsiGH4 CONCEPT WIN THIS STOP J FAINT HAS BEEN - D'S GN IO$RHD SPIF:CATIONS ASOL A OGENERAL HCADVN 0 TIN DIN THE DESIGN CONCEPT ONLY AND COES NT AE TIE THE❑ FFBA LF o rEhDDA OF AFBPoNSIB,LISI FOR CONFDANnM1C PITH MHE Paoli umber Dv A'HIS A vnxG.Dcox we DA SHALL EAI Fr DIMENSIONS (24x36 SHEET) SCALE: 1/4" = 1-0" . > N Plena o st:vTR ByToad R,ENtNA DateSeptember ON2014 & TRUSCOMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC