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Plans (37) pix, -T 2...c,\--t- o(Joe( z 0756o swo 'Ciik. ,,' , k3cz_bk -1. ,r-, LEGEND: . ss SANITARY SEWER Pacific ``, , \!! ► �` \ s� STORM DRAIN Community " WAtVMAJ► 11 Design � 1.- , • w WATER LINE 12564 SW Main Street -----.C.--7---- 11:77;:---- .•1 Ek-` SW BEACH PLUM TERRACE ; -- = ® • MANHOLE Tigard,OR 97223 \ —M -` `� ,` a CATCH BASIN [T]503-941-9484 —M ____---- L.. .._ , 1...____._.— ` 11 '- PLANT (1) STREET DATE: 12/20/2016 A TREE: 2" CAL. •cDcmcD STREET LIGHT REVISIONS —32.00 0� OS HEDGE MAPLE/ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION t]S _ .... ACER CAMPESTRE EROSION CONTROL _ :-— STREET SECTION, SEE ys ' - CONSTRUCTION DOCUMENTS T it ,Lhb \ 4 WATER METER ---- +-�-__600. _,....,...„________(,:\/ �— - ______z______ _ T f " _ __ �' `- • ", 256.2 - 254.6 ' PUE ° ° SETBACK SUMMARY ' ;34.6' `.a • a• v vs . " \-7-....i � �� ,_ FRONT SETBACK: 12' t -- �---- ---� SIDE SETBACK: 3' — — -- - 15.04' - — — — _�_— STREET SIDE SETBACK: 8' —1 lJ20.55' �� REAR SETBACK: 3' —i........, 1 • I r PORCH SETBACK: 8' 13) I PORCH !I 1 1 c I ' 1 ------�, , iikoi rr____, F1T_ ---! ' I 0 1 I I I I / f� 7O I ! I I qj I / I 11 II !I , ' i 1 LOT COVERAGE: U I _ I I ! I1 '0 -'—� I u II \ . / _ I 2,649 SF , !I- / I ° I I 1 o BUILDING: 7D 'I o � \ \ 1 loo 1 ! co I LOT AREA: 2,649 SF , FF = 258.8 --- f I 3.81' I I I RIVER o � 1-HR FIRE ' ! I I 1 -- RATED EAVES 1 3.00' i ! i I I r BUILDING FOOTPRINT: 1,314 SF 1 TERRACE ' I I , I 1 1 !I I I COVERED PORCH: 13 SF I ! �, I I I NORTHWEST I t ! I ' I I 3.00' I I + P I PUE I CANTILEVER LIVING SPACE: 0 SF I I GARAGE ! I `I : - i ' I - COVERED PATIO: 0 SF�_-----' i1re'-M��+��=��� �i - DECK AREA: 0 SF ___ — _.._.._. "'"" -7 _ _.-..,._..-=-_,..,_ LOT 11 v 257.1 3.00 Si, ►r., .256.0'`-°x' '� SD TOTAL COVERAGE: 1,327 SF PLOT PLAN ._ S _ c hb STORM LATERAL T, 1 G 4 20.00' �h' TRACT Q ) 50.1 % 26.00' _— S .. ..�- SS -� 0 1,604 SF ,� A ._ IA IMPERVIOUS AREA: — --�-- -� •— • SANITARY LATERAL _- ___ -_ �- - - SW CALABASH TERRACE v , p -0 --4. _ -- __--_4, H i1 Or 0 CITY OF TIGARD P_ RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by la Hing PROJECTNO.: 395-037 OTYPE: CONSTRUCTION 2S 1 W6 Date: SCALE REVIEWED BY: PRE LOT 11 (R-12, SMALL) Initials: L 10 20 RIVER TERRACE NORTHWEST 0 z 13560 SW CALABASH TERRACE 1 INCH=20 FEET ww aane^.Il.ays�I -.R.,I.��. PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM`" net cc rcdt,•wa»,wsnw,.:..a.-� i quality engineered wood products for iadav's builder'- "" �`ro::,n 'I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. „ports ucr SOLIOBLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI LAM-LVL RIGID R)M- PosnFRonABwE Company, �,:, 4ko F.Fi INC ll-i p y,which retains copyrights to,and ownership of the plans.Use of these plans by any other i NSTALL SQVASH OLOGKS product supplier other than PaclFlc Lumber Company is strictly prohibited.Unauthorized use or 00555000 FOREST PRODUCTS ROSEBURG FOREST PE0050TS 1-'-'74"-- ,-'•'.froze PERDETO OS ABOVE. copying BEARING AREA OF BLOCKS py g of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \j` -- ``_ ,/` BeLorrTOPosTAsovc. penalties of up to 520,000 per work infringed,and 5 100,000 per work infringed willfully. i SON *-4,RFPI-Joisr_ `� V ��/��. �\� RC15f$HRG FOREST PRODUCTS xi,t.:uc+<ni I'�% \/ III El CONFORMS TO DESIGN CONCEPT _� CONFORMS TO DESIGN CONCEPT OONTRAOTOR NOTES: DESIGN NOTES: ® 0 REOVISONSND EpSGNCONCFPTWITN 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM YNAS 2)ALL FOOTINGS PER DESIGNERS PLAN n4Nc.rye..tl.mu�na CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING REVISE aRESU RM ITDESIGNED TO MEET OR ;�, �"^^�^ REVISIONS AS SHOWN w.a+aw•.o., EXCEED THE LIVE LOAD I (UNLESS NOTED OTHERNISE) ❑ NON-CONFORMING-REVISE AND RESUBMIT 3)ALL SEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFP(BLOGKING PANELS MITH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL THIS SHOP ORASING HAS BEEN REVIEIVED FOR GENERAL CDIFORMANCE ar A:e,a,„Ey L, x1'776 (UNLESS NOTED OTHEREISE) OF L/4 SO N.T.S. 5.T.5. AI1H THE DESIGN CONCEPT ONLY AND DOES IC RELIEVE THE M I L B R A N D T ARCHITECTS e FABRICATORiVENXR OF RESPONSIBILITY FOR CONFORMANCE KITH THE4)USE CAUTION YVHEN GUTTING FLOOR LOAD/N6: DESIGN DPNYIINtS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY FOR PLUMBING 40 5f LIVE LOAD OVER THIS DISK DRAWING. CONTRACTOR SHALL VERSET ALL DIMENSIONS. 5)PROVIDE PROPER SUPPORT AT ALL p 1 2pSF DEAD LOAD By: AEESaela R.Petersen Date:February 11.2016 CT ENGINEERING INC SHEARWALLS SLEP/NG.~REAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I =-- ROOFLOAD/N6: 25psf LIVE LOAD 1-IpSF DEAD LOAD \ — R 1 I: REVISED 05'17113 KLB Ja ®— PL 1 3-04(MAIN) POLYGON TD R 1 l8 - 1'IIIMrk• I Material i Width Depth Grade at Gut Lth Tot Lth - R1 035 Rim 9 1/2 7 16 112 .------...10.,- J1 RFPI-20 1 3/4 9 1/2 4 16 64 .J2 RFPI-20 1 3/4 9 1/2 10 26 260 -- ----=_=="-.--- ` --_-- "-____--`-------"-- '- - — -=r J3 RPM-20 1 3/4 9 1/2 2 23 56 PATIO il I p PATIO J4 RFPI-20 1 3/4 9 1/2 5 22 110 J4 I- 25 RFPI-20 1 3/4 9 1/2 1 2 3 J6 KEPI-20 1 3/4 9 1/2 2 2 4 • — r,_.-_.' ►�� _ II I II J7 RFPI-20 1 3/4 9 1/2 1 1 S 15 I V - V 25 KEPI-20 1 3/4 9 1/2 4 4 16 _ (• ,- B 1 RIgIALam LVL 1 3/4 9 1/2 1.5E 2 1 4 25 ---- -- _ :�- �' �' ---- 02 RlgidLam LVL 1 3/4 9 1/2 1.5E 1 S 5 L INV 2131 13LKG 1 1111- 1 I J9 = E•i --t J' -•=-il JB2 51_1(.6G R1.75 LVL 1 3/4 9 1/2 1.5E 12 3 67 :---.1 Ai 1 VS.1 _J 1 — H1 ITHO1 7950-or-1779.5 6 J2 Accessories i -1 v 0 -W,! J2 I =_ ci 0 = alk 2 !I I I ----J2— -- —11 pt e O O Rug — 1 -- -! IY !X 2 1 1J2 CV ry i1 I I J2 '�I J2- 1--J2-=_ ,--- --- ,_ -- - -- I 43-1 • ---- .. -�1 ' �! - J1 C ,;- 1 Ti 1 I J i REFERENCE INSTALLATION - �- II GUIDE FOR ALL FRAMING J,:1 I :fit i1 Jt- - i� I ii I DETAILS AND I-JOIST INFORMATION START ��r R 1il I R-1. ` - START FRAMING I PORGH I PORCH I FRAMING / — I p L J L LEGEND: HERE 1 HERE H} =HANGER GALLOUT1 I PacifidJ_umber v J ® -SUPPORTING POST & TRUSS COMPANY CD -POST LOAD ABOVE R -RIMBOARD 5930 JEAN ROAD LAKE OSwEGO,OREGON 9'1035 (503)858-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: ID J5 -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 1 2/26/1 2 5 -BEAM(FLUSH w/JOIST) EIAIP DESIGNER: KAM/BELPIOOD DATE: 5/1 1/1 3 HDR -HEADER(BEAM BELOYN JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0° PL 1 3-04 (MAIN) SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 D(NEW) PL15-265 UPPER s START FRAMING HERE 8/7/2015 I Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 F1BOTTOMl BM11 IHJOISrS1 " RM1 28-00-00 1"x 14"APA Rim Board 1 1 �BM1� r— —s— —z--.— �, �,--�— ■ RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1�o�.os I1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 N N N N N N N N N N N N (NI RM1 5-00-00 1"x 14"APA Rim Board 1 2 --1 0U. LL.a LL.a 0 0 U.0 .0 LI_0 0 0 0 LI_0 u RM1 3-00-00 1"x 14"APA Rim Board 1 3 0 .0 0 0 10 0 0 0 0 0 0 cc BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r �� I ��� I BK1 BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 -- � _ ® 1 CONFORMS TO DESIGN CONCEPT ❑ RM 1( \731.N F03 q �o agoGNCONCERTWRNO W BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 aNYNKONfORMING REVISE iREwaM1T I F03 = BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 °- °u ,`';-4,.;f;,,,,;%`,,,,',,, BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 l' 1 g Pa — I U n � By Na F k i Date L17/16 i' ,i " MILBRANDT ARCHITECTS it F04 F ALL BEAMS AND CONNECTORS PER ENGINEER RM1 RM1iiF04 • N ® CONFORMS TO DESIGN CONCEPT b' F09 • 1 • F05 4 E CONFORMS TO DESIGN CONCEPT WITH ACCESSORIES QTY _. ! REVISIONS AS SHOWN I F06 • F07 a1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 TFI414 33 hI THIS SHOP DRAWING HAS BEEN REVIERED FOR GENERAL CONFORMANCE 1 • F06 • FO7 •• WITH THE DESIGN CONCEPT XV AND DOES IAT RELIEVE THE © TFL1714 3 FABRICATORIVEWOR OF P.ESFONSIBILITY FOR CONFORMANCE WITH THE i 1x14 OSB RIM FOR SHEAR BLOCKING 30' i DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH WIRE PRIORITY P • q V OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ' { F06 F-0 © HU412 13 • • . • By: 61c5aela P.Petersen Cate:FeSruarY 11.2D16 - ! F06 i1 F07 CT ENGINEERING INC FLOOR LOADING cc b • F06 • BLOCKING F07 BK1= 40 LL f I RM1=RIM BOARD i' F06 F07 15 DL i1 ' M. , PREFER TO STRUCTURAL PLAN FOR ADDITIONAL II F06ail Sad I 1: F07 , POST TRANSFER BLOCKING u AND SHEAR BLOCKING REQUIREMENTS. I F06 F07-71� • .11SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I F06 o • F07 I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. cL I I • F06 - F07 coI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I Llll FO6 _� F07 4 � wfl F09 F05 • _ 3 —Rm. F09 © PO IL : - F F09 IB7t .___A'o o 10 o_ o_ o 0 1 iI�'to RM1 ] LI aIII�DDDIIIIIIII _ 1=�=4=� _�— _ RM1JU c__Aaa ,- _i__ijRM11 DO NOT: RM1 Loosen, remove,cut or notch any part of the open web joist. PacifidLumber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 2 51-06 41-0" 4. 22'-0" MJ-HA NGERS W824 MO. i I GG I 8:12 1):12 ii- co 4* I 01 (4 6` 6;1- •I__E WM I■■ I I —� SJ1 I 0 q qSJ1 SJ2 _III\_ r :1' A sJ2 I■■► N I■■ SJ3 1111 II III Li r AIME I co c2 ii _rIN I lw 124 (5) IP . 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Q DESIGN DRAWINGS AND SPECIFICATIONS ALL OF ANKH WAVE PRIORITY ' 16=6 1 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIVENSIONS. By: Michaela R.Petersen Date:February 11,2016 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT NLY.REFER TO TRUSS CALCOULATIONS AND ENGINEERED STRUCTURAL Paciflikumber PROJECT TITLE: REVISION-9: DRAWINGS FOR ALL FURTHER 7-D NH GABLE AT GARAGE ENTRY RIGHT DESIGNOERENGIONEERU OIFRINCORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 7-D / D GABLE GARAZED BY. REVIEW AND APPROVE OF ALL 1, COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ti } 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.