Loading...
Plans (119) \ T \? c\,�;cru -- U c,AcST - LEGEND: ss SANITARY SEWER Pacific I a; STORM DRAIN ll Comma ity _. _..--.__ Design ,- _1-1_ " - — —w WATER LINE r 12564 SW Main Street y 311.2 311.0 MANHOLE Tigard,OR 97223 1 [T]503-941-9484 ,�.; : .---- _ CATCH BASIN DATE 7i20i2017 ��.�. `:� ����� r r _ l .ril... ter.��l �r' I , REVISIONS i NO. DATE DESCRIPTION �l STREET LIGHT \\\ 29.5 -_-_-_7"-----i- , , ; g STRAW WATTLE PERIMETER 37.00' I Iif' EROSION CONTROL I i I ■♦ FLOW DIRECTION ARROW 1I � ,f, lj ,I 1 1 1 0 STREET SECTION, SEE -, \,,,,_ ' T /! I CONSTRUCTION DOCUMENTS , 11 CO 100 1 I 5,000 SF 1 1 SETBACK SUMMARY - I r 101 o BUILDING: 3D o 99 FRONT SETBACK: 12' \ SIDE SETBACK: 3' = FF=311.31 , l ! STREET SIDE SETBACK: 8' E y co _=; 8.00' �1 FRONT GARAGE SETBACK: 20' I 5.00' j FRONT PORCH SETBACK: 8' r, 1 REAR SETBACK: 15' I \ yt. o \ GARAGE I REAR COVERED PATIO SETBACK: 10' L \ - 1 PORCH 6.00 ,- _f--- L_ �P fj_w_---0 I I, I -h 'I LOT COVERAGE: wPUE, TYP. ' i,o "❑ _ o� RIVER �' I \moo_ _-__0 20 0' - — 18.50 1 `..L �'/ LOT AREA: 5,000 SF 0) �– I _ TERRACE - - - - — TJ 309.2 - - - - - - - cri . 308.4 BUILDING FOOTPRINT: 1,569 SF "' �i�� ► EAST co / f _ \ , 5 y f rj J l' /,,/,/ COVERED PORCH: 39 SF r ' 7 Tr ;Ilk A- s COVERED REAR PATIO: 0 SF r1 14111,01 WATER METER \ ,/ Pa ./MP _ CANTILEVER LIVING SPACE: 14 SF ' !'� " (2) ROHANI EUROPEAN SS -� 100 BEECH / FAGUS \ IIISANITARY LATERAL DECK AREA: 0 SF co PLOT PLAN CO SYLVATICA'ROHANII' B Sp a� sv f SD -•r cn \ SP/ TOTAL COVERAGE: 1,622 SF 0 - ►-- STORM LATERAL SW BIRDSONG STREET - j 4 � F N yr r �. `4 \%'7;7 32.4 % o ae 7/ _N , '09 ,.. 309` � ',,�'_`1 '7 o , ki - 3?- T'�-/ _f 1 I--- "_ 1..--4 " .�" - IMPERVIOUS AREA: 2,332 SF _ _ _ ..�. s -------"='{ ; ., 1 ; -_ N f ''''*_-__ ,/ A ;' ,� i I _.lx,---'i '�X i : I 1: I t U 0 0 3 2 POLYGON NORTHWEST (503) 221 -1920ITY OF TIGARD PROJECT NO.: 395-041 281 W6 Approved by PlanningTYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 100 (R-7, STANDARD) Date: __(,�_�` 10 20 co RIVER TERRACE EAST Initials: .S C a 1 INCH=20 FEET a 16873 SW BIRDSONG STREET Z PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`" `'.;="2=2".7== quality engineered wood products for today's builder" °Nw""`°n"°`OR „°.�, , I These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. ; SOLD BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M- '°,n,,,,,. , ik II :o°e Aeftr RIFE company,which retains copyrights to,and ownership of the plans.Use of these plans by any other a,� . �C N=.ALL�n sx o K= �� Mtn01i1°"`�° , Peroerul.Va.r,�rcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 105[DOlB FORfsr vlaoaaers lOE®Oi G FOREST PRODUCTS 'E�'°+�ww,•• - - - eer.R�N�naE,OF BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work Infringed,and$100,000 per worK Infringed willfully. X104 EL roP�rA� 410P -JOIST W, .. �' I', A. (� CONTRACTOR NOTES: P05/6N NOTE5: :a...aV... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,Twq+• 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,,=,:oo;fm"°":°eOHO"rbqEXCEED THE LIVE LOAD (UNLE55 NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA !UPI-BLOCKING PANELS PIru BEARING NALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLE55 NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA LOD 1 SHEARWALLS 1 2psf DEAD LOAD START START5LEEP/N6AREA5: THIS 15 APLAGEMENTPLAN ONLY Sopsf LIVE LOAD I FRAMING FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD I I Architectural/Structural plans.Verify all HERE HEREshear wall blocking placement and connectors. ROOFLOAD/N6: 1 PATIO PATIO 1 I b / \ O S I RPurchaser responsible for approving this 25psf LIVE LOAD -1 _ E� -I - . layout prior to any construction. 1 Tpsf DEAD LOAD d�11. • J1 J�b f 7 J.T J9 J3 - - I.I J, .. J3 I� — .. J4 J1 I II J3 - - H -44 .1 I' I }9 , 'll:I° J1 J B4 J3 J3 11 I.• J1 _ I. — J4 J1 I J3 R1 •J-•1 J;r R1 -= j 1 J1 J-1 J3 JD I•'I a.,l J1 -- ,� - i. J3 - - J4 O O J9 J7 - 1 J3 I I J1 iV iV ( -_'--,.-i}1,1---clk $2I , a: - - - I J'� J 1 J1 ll J9 .I J1 R1 O O R, d4 _ . 1V 1V • R9 T, -i�: ----- -2n_2 V V ''n `` n J9 i 11 I J} I' T J1 J9 I. '1 .11 -+- J1 11 R1R1 - J} J1 ' Lel- , .I J1 Jl - J1 J II dl 1 - ,ii J1 J1 t j• J-1 J=1 J;1 J4 J- 1 PORCH J1 PORCH I R1 R1 1 L I I J IMPORTANT-/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 2 1 (MAIN) POLYGON 3D LEGEND: Mrk* Material Width Depth Grade Qty Cut Lth __ _____ Tot Lth Pacifi4umber R1 OSB Rim 1 9 1/2 9 16 _1 44 . WHERE PLATE NAILING AT OH __-HANGER GALLOUT J1 RFPI-20 1 3/4 9 1/2 1O 1 a 1 DO SHEARWALL ABOVE EXCEEDS ONE ® J2 RFPI-20 J3 RFPI-20 1 3/4 9 1/2 1 3/4 9 1/2 2 2 14 28 4 392MAIN FLOOR JOIST LAYOUT SCALE: 1/4 1'-O" ROW,PROVIDE ADD'L BLOCKING OR SUPPORTING POST WIDER RIM MATERIAL AS REO'D. & TRUSCOMPANY ® -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 11 12 204 I=I CONFORMS TO DESIGN CONCEPT R -RIMBOARD B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE 051,4E60,OREGON 9'1035 (503)553-9663 LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 21 JB1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 3D JB -JOIST BLOCKING N CONFORMS To of:VCM CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON .1 -JOIST GALLOUT 0 THIS SHOP DRAWN Has BEEN REIFOR GENERAL WNFDPBENCE PLAN DATED: 3/11/14 Accessories REVISE NON-CONFORMING- WITH HE DESIGN COVET ONLY AND S DOES NOT RELIEVE THE H1 THO 1 1950-or-ITT9.5 4 FABRICATOR/VENDOR OF RESPONSIBILITY FDR Cl/RECAP/WOE PEEN THE R.RESUBMIT B -BEAM(FLUSH w/JOIST) _-_--_ DESIGN OWINGS MD EPECIPICATmlm ALL OF 15111 HAVE PRIORITY DESIGNER: KAMI L HENOERSON DATE: 4/14/1 4 NOR -HEADER(BEAM BELOW JOIST) sr-/S/A,/,..Sy +•••- DYER TES SHOP IRE IMG, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. BBC-BEAM BY OTHERS e aFukui Da.. ECT S By: Told I Eaton Date:seotenber IS,2014 •EY MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 4- 1 2 1 (MAIN) SHEET: 1 of I POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE 7 PIotID Length Product Plies Net Qty k 5-00-12 k RM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 Nviir RM1 41-00-00 1"x 14"APA Rim Board 1 1 111101lot . RM1 37-00-00 1"x 14"APA Rim Board 1 1 ® RM1 11-00-00 1"x 14"APA Rim Board 1 1 ® RM1 5-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 ` ` ` ° ` ' ` ` ' ' BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 5 " 7, , , ' 1 L c '1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 (RI-05-13 ^M9 , 9--LO1-OC BM3 20-00-00 7 X 14 BIG BEAM 1 1 ��_._IBF11on_ � it BK1 1_Mc ,td_a BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 rw ' 2— t ' —` Oma , BM8I IRM1I BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 i[ BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 -° K1 n •- BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 --.,.=- _ _ _�, = _ =.._ �m BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 I iiBM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 -; it "' RM1--Y--- "i BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 21 I�I BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 p FLOOR LOADING FIR R v LE, -C II /� BK1=BLOCKING 40 LL '■ Q K1 II @5-01-6 RM1=RIM BOARD 15 DL FIOf !T :R— —_— _=�P— I€- ILL J — I d = '� ` M2 II ACCESSORIES QTY M U II , II - 5-01 el i L I 1� if - QA TH017140-2 60 © HUC412 2 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' I .1 I = - I AT Y' �t © HGUS410 1 `�03-67 I— I K1 ®8.03.07 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F IBM21I BM1 I 1 A IBM7I I 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL U POST TRANSFER BLOCKING I i {— K1= -- O 13-6-09 - AND SHEAR BLOCKING REQUIREMENTS. 11 i--- _aa_ W-�- > _.�,K I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I `�. IBMSI (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( V WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ _ . ROW,PROVIDE ADD'L BLOCKING OR i 1 WIDER RIM MATERIAL AS REQ'D. 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH (24x36 SHEET) SCALE: 1/4" = 1'-0" REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT ❑ N 4 5 SHOP DRAM M HAS BEEN RENDERED FOR GENERAL CONFORMANCE PT ONLY NaT REDEYE THE ❑ N DCONFORMING-REVISE&RESUBMIT SII GRAMEN AND ERECIFIOEBELDITYEFOR CONFOR FARE FaN THE Paciti umber DESIGN IS SHOP$RAR SPCLICONTRACTO All OF HFMLR PALE DIMDRITN ENSIONS n F E H v DYER-HIS HDP JAaY1iNG. CONTRACTOR BW11L IER[FY ALL DIkEN51DN5. „, .., �" e snv,a By: TEEN R.Eaton Date:SNAG/OARr t9,ROTS & TRUSS COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC