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Plans (83) iTh7 -C \ - Q) i 1 Us . Ct\ck_odak.. c LEGEND: —sss SANITARY SEWER Pacific Community -,- / / '(. p'_- SD STORM DRAIN I Design i j1,_. f. °e -w WATER LINE_ __ <__ TRACT E 12564 SW Main Street // 19^ 2 "'f MANHOLE Tigard,OR 97223 �- ,.� CATCH BASIN m 503-941-9444 -- t 290.9 �' DATE: 9/21/2017 293.3 50 0 �— -,,,=.re � -, -�®._� �_ - STREET LIGHT NO. DATEREVISIONS DESCRIPTION 12.17' _ ATT 025.0 I I- I 1 EROSIONSTRAWWCONTROL at LEPERIMETER - I �� FLOW DIRECTION ARROW c-- t -I I 1 I- y L., STREET SECTION, SEE 5.21 I 118 i I I I CONSTRUCTION DOCUMENTS s 4.79' I I 4,500 SF : I 4 ; I BUILDING: 5BR-DL 1 SETBACK SUMMARY I I FF=307.61 ` `al II ' I I FRONT SETBACK: 12' I I o I I BFF=298.61 11 c I I TRACT E I I ISIDE SETBACK:I S CK: 3' E ; - irn I I rn 1 1 7 I I i a I I STREET SIDE SETBACK: 8' fir' ' I I I 1 _moi FRONT GARAGE SETBACK: 20' N. .m Iili fj , 3. 2I�99 FRONT PORCH SETBACK: 8' CNI i GARAGE o1I I 301 I REAR SETBACK: 15' C i %M �r p � 303 � ` I REAR COVERED PATIO SETBACK 10 ,/ „iiii■nr0ml�110Irr��M1ll l 305_,o4 i �l rr .IM i1 . 11151010111001"..-1I - _ II co i _ I.rr�L_ _ _ f 3t}6 ___ -- ---- �' 6.00' .� LU i Air 1 PORCH I , _ PUE, TYP. I LOT COVERAGE: RIVER 'O .C.1 _.. O •a 20.00' I I LOT AREA: 4,500 SF - - — — 12.60' - - — 305.6-- - -�- -- — TERRACE 11111106 M L i ,` BUILDING FOOTPRINT: 1,800 SF 4411 v1111Fr % Er 50.0'APArIWA — - "Iir rAir r•A lk Air EAST IC MIIIAWAWAAWAWAIrd303.1 51 I q r �0ji/ ��i� �.n.• COVERED PORCH: 166 SF o —_ t ... sf�5iwd w.��....r w'.I�.. eai• msoxir- COVERED REAR PATIO: 0 SF CO I PAW ' \ W `D Ii WATER METER jr / (1)YELLOWWOOD / CANTILEVER LIVING SPACE: 268 SF 5 as GS A/ , CLADRASTIS KENTUCKIA as 118 STORM LATERAL k.,•,, A.0 B DECK AREA: 0 SF PLOT PLAN LL Cr Os 4 gt5' TOTAL COVERAGE: 2,234 SF .r ! �� SiSS r� �., SS i SANITARY LATERALMIL SW SNOWDALE STREET 49.6 % '2 aminimumma amiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii - 0- w 1111/111111 IMPERVIOUS AREA: 2,761 SF cio _#. ,_.._ ,.._.• U -1- o 0 g 2 POLYGON NORTHWEST (503) 221 -1920 Q PROJECT NO395-041 O 2S1 M CITY OF TIGARD TYPECONSTRUCTION SCALE REVIEWED BY: PRE ° LOT 118 (R-7, STANDARD) � by Planning 10 20 RIVER TERRACE EAST : ate --aI Z 16632 SW SNOWDALE STREET ,-° till° _ 1 INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM-' =z---"1=----: i qualify engineered wood products for today's budder- .,—,„.. —2-='. ,ii ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. ,I' �� The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RI GI D RI M II Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other 4PI410 °•X \I product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or iOSFaul9romegrPROouGIE aam�lmGFOI Tocooucrs �*°amu `` BEI-Ori TO POST�sove copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include GEaSaSpenalties of up to 520,000 per work infringed,and S100,000 per work infringed willfully. ��.. 004 4 RFPFJOIST %�= 'li CONTRACTOR NOTES: PES/6N NOTE5: e<^.,,-.o. 1)VERIFY ALL FRAMING CONDITIONS 11415 FLOOR SYSTEM WAS „n,�„„'3,^,p^;wb '''''_ MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED EXOEED THE L IVEMEET OR LOAD (UNLESS NOTED OTHERWISE) SCALE: 1/4°- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOGKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL OF L/480 (UNLESS NOTED OTHERWISE) N.TT. N.TS. 4)U5E CAUTION WHEN CUTTING __ FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD w\\\-. (DOUBLE) 11-1/8 RFPI-20®19.2°O.G. SEE SHEATHING G NAILING ATTACHMENT NOTOI�I. - IS A SLpsf HEA LOAD j SEE SHEATHING NAILING ATTACHMENT NOTemii ® This layout is o be used Ncon junction w with 32psf DEAD LOAD START START -_______----1 Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: FRAMI FRAMING 'urchaser responsible for approving this 25psf LIVE LOAD HER HERE y prior toany construction. t p f DEAD LOAD \\N, B3 ____ ____ R1 \ Si B3 ._... ._ —� r--•rT1T-- •: _; r -f e �I.:. a ,. .,. ,,, - � ayout r c s N. ® CONFORMS TO DESIGN CONCEPT \ 1 51 \ El CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN P 1 _ ❑ NON-CONFORMING-REVISE AND RESUBMIT \ _ v THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ..I -.I J J I .. r 5 1 5 1 J1 -1 -1 1 1 J 1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J J J1 J .• J J // ..1 .1 .1 �1 �1 41 J1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _ 1 J 1 rp _ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 51 J3 .JE J3 _5 J5 ...3 J3 - � V ` 13 J3 J3 J3 J3 M3 J3 J3 R1 OVER THIS SHOP DRAWING. \ 1---, By: Arnold R.Solomon Date:Oct.25,2017 `: _3 -3 /3 - .,3 .3 ...3 J3 J3 - J3 J3 J3 CT ENGINEERING INC �3 -3 J 3 "$ JS J$ .3 3 -3 J3 3 -3 3 3 \ ElCONFORMS TO DESIGN CONCEPT COOS nal 1 la I 3 $ I --- ---'�" 1----- -- REVISIONSNFRMNOTEDTO DESIGN CONCEPT WITH / 5 1 B!• ,r 1��'.,2 R 1 ❑NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WRH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F-r^ N E 6 i lB S F A L , b a b i ®5� Jr a - - I ' - - - - - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R 1 m - R 1 DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. \ By Rae Hauff Date 10/26/17 \ MILBRANDT ARCHITECTS \ . JE-2 1: I( 51 R 1 I ''',, I.lg/�'I.- 71 9 r' JB2 147 E \A - 41 ..3 ..3 13 J3 J3 J3 J2 J2 J2 J2 J2 J -2 .,2 ..2 .2 .42 -2 -.5 -3 -3 J3 J3 J; R1 II R1 UIB 1, „IR 1 I I I I 4 4131 r, r, '•1B'a a IMPO RTANT! PORCH PORGH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 1 1-1/5 RFPI-2O®1 9.2'•0.0. 1 1-1/8 RFPI-2O® 1 9.2"O.G. DETAILS AND I-JOIST INFORMATION LEGEND: Pacifikumber UPDATED 10.24/17 KW Ha--HA GER GALLOUT PL 1 5-343(Main) Filler blocking is not structurally required provided both POLYGON PLAN OPTION:56DL-5G I-JoistSareContinuousl lateral) supported & ® -SU ORTING POST Mr*+ Material 1 width Depth d,radt aty cut Lt IL Tot Ltn y y yCOMPANY R 1-ose RIP 1 va - ,, 1 G ,TG connection to the sheathing at the top flange.In - ® =POST LOAD ABOVE 61 wgid am LVL 3/a 7/5 se z a s addition,the joint in the sheathing shall be positioned R -RIMBOARD 62 RlglaLem LVL 3/4 1 T/B 1.sE 1 a a /'� over the center of one of the two top flanges to assure 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9553 63 RlgidLam LVL 3/4 1 1/5 1.5E 1 22 22 shear transfer between sheathing panels. LB -LVL BLOCKING .re 1 6LKG 1.75 LVL 3/4 1 7/5 1.5E 26 3 Ta PLAN DESCRIPTION/NUMBER: SBDL-SG J6 -JOIST BLOCKING _.82 MKS RPPI-20 3/4 1 1/5 15 3 45 pane...-Ti-- RPPI-20 3/4 1 v3 14 15 252 CUSTOMER: POLYGON .12 RFPI-20 3/4 1 7/5 s 26 156 ".mi^a 1-a'<' 2-1/16's' 2515 2-1/2" i,rr J -JOIST GALLOUTPLAN DATED: 10/8/1 5 J3 RFPI-20 3/4 1 1/5 40 22 _ 550 DEL I-JOIST IYITHOUT FILLER CONSTRUCTION iw seg B -BEAM(FLUSH w/JOIST) -.14 RPM-20 3/4 1 7/5 3 4 12 N.TS. °nuim"e MinWutN'" a" Max M'" M. M'" Max .15 RFP1-20 5/4 1 7/5 2 2 4 mw. z' le z is r za z za z zx DESIGNER: KAM/L.HENDER50N DATE: 1 0/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) - Accessories z ie z to r :a z oo z z" 550-BEAM BY OTHERS H1 IMIT11.55-or-ITT1155 4 1°" PL 1 5-343 MAIN SHEET:2 of 3 - PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM"' ^ ,I� ' quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM�LVL RI GI D RI M' o_ a �i company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,IY, I� III BELOW TO product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �yRp FORESTS ODUC�s p�ypG opppypq _ , 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. `�II14 RFPF JOIST CONTRACTOR NOTES: PE5/6N NOTES, edr...o: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR : ;."=1. "*"""Q1np (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.Ts. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEAR W ALLS 1 2psf DEAD LOAD $LEEP/N6 AREAS: STARPP'r START TH/515 A PLACEMENT PLAN OA&Y. 30psf LIVE LOAD • 9-1/2 RFPI-20 5 1 6"O.G. 9—1/2 RFPI-20 5 1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD PRfjMING FRAMING Architectural/Structural plans.Verify all /-4 IRE HERE I shear wall blocking placement and connectors. ROOFLOAD/N6: IPurchaser responsible for approving this 25psf LIVE LOAD PATIO I PATIO layout prior to any construction. 1-rpsf DEAD LOAD I . . \ /—.. , • ® CONFORMS TO DESIGN CONCEPT III CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN .12 J z ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE /, WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 J1 J1 J1 J1 J1 J1 J1 1 J1 J1 J1 J1 J1 J1 J1 J4 J4 J4 J4'M J4-A J4`14...1471 J4 J 4 R 1 51 .4.14.14-4.J4 J 4 J 4 J 4 J4..14.4 J 4 J4 J1 -1 -1 .1 1 -1 _1 .1 .1 -1 .11 J1 _1 -1 -1 R 1 DESIGNFABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. x-.^;—w• ar>—s- -." By: Arnold R.Solomon Date:OCt.25,OTIO CT ENGINEERING INC J 2 ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH E El ® ® ® ® .- REVISIONS NOTED '\ / D NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -, WITH DESIGN OR NCE RESPONSIBILITY ONLY TYD DOES RMA R ITHE THN y _ DRAWINGS,NENDOR TI , APFOR CODES,ALL CEOF WITHIDESIGN VE - - - - - - - - _ ' "". DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R 1 - I R 1 PRIORITY OVER THIS SHOP DRAWING, / \ By Rae Hauff Date 10/26/17 2'-3 ,/a' 2'-31/s" MILBRANDT ARCHITECTS I I I I IMPOR TAN TI REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L J LEGEND: Pacifi ..uniber V -HANGER GALLOUT PL 1 -343 (Basement Floor) POLYGON PLAN OPTION.5$1,L-SG & ® -SUPPORTING POST Mrk a Material Oracle dth 17epth Orae Otto Gut Lth Tot LthTRUSS C O M P A N Y e -POST LOAD ABOVE • .J1 RFPI-20 1 5/4 9 1/2 15 22 550 R -RIMBOARD 42 RPPI-20 1 3/4 9 1/2 2 12 24 BASEMENT FLOOR JOIST LAYOUT 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JJ RFPI-20 1 8/4 a 1/2 2 2 4 J4 RPP(-20 1 8/4 9 1/2 15 22 206 SCALE: 1/4'-1'-0" PLAN DESCRIPTION/NUMBER: 56DL-5G JB -JOIST BLOCKING R 1 056 Rlm 1 9 1/2 1 16 1 1 2 CUSTOMER: POLYGON J -JOIST CALLOUT J$1 SLLR$1.1'5 LVL 1 5/4 9 1/2 1.5E 11 9 99 PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) J52 DLLCL3 RFPI-20 1 514 a 1/2 11 5 51 DESIGNER: IG4M/L.NPNPERBON DATE: 10/13/15 HDR -HEADER(BEAM BELOW JOIST) Accessories 1�I BASEMENT BBC,-BEAM BY OTHERS HI ITH017930-or-ITT9.5 < - 4 - - -- I- L.� 1 -3 4 3 FLOOR SHEET:1 of 3 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 14"OPEN WEB JOIST @ 19.2"O.C. Products Q START FRAMING HERE PIotID Length Product Plies Net Qty I� RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 �L1Y RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 Ir RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 c.4 so, ,-..1 c.: cv /I ,,,-; M BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL o 0 o BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM3 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 LLL LL BM4 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 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' O 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 em - Ad BM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 :,_ ./.-.4. .. — BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 roam9 = BM10 MU BMA I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Um I a BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .0111 �.�� . ,,,,,,�� BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =■13,.---. ", ., � � -, - BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 I �� �� BM8 9-00-00 3-1/2X 14 BIG BEAM 1 1 Lt L L� ii LL ,i m ►__ ► BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 15111 BM1 O 5-00-00 3-1/2 X 14 BIG BEAM 1 1 m BM11 4-00-00 BBO2 1 1 I I o BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL I0 I BMS I' C o _ �: �:�me� _ - -� . X31 �0 w EI :J 03-We .—w_4€- - 8 -43_ '- - L�11 I._2_4- .---.���� "pip ACCESSORIES QTY II . . 0 TH017140-2 21 , , © TFL1714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 0 0 0 0 0 0 LL u L tl LL L o 0 0 0 0 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN LL LL u. LL a_ N .ADDITIONALPOST TRANSFER BLOCKINGAND S m O II to — I I I I I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I. K1 1 WI (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( ---- —, = -sem-=:A=—=Ie3�.-- —4y„D® BM5( 1Mil I _ - _ - . Mil IMO - JOIST WITH RIM (24x36 SHEET) SCALE: 1/4”= 1-0" SHEET 3 OF 3 PacifiaJ.umber & TRUSS COMPANY ® CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRIC FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWIATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 By: Arnold R.Solomon Date:Oct.25.2017 MILBRANDT ARCHITECTS CT ENGINEERING INC