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Plans 1(62%75_ Sw rovv lsvcuE- sr MSTZotq -a7273 LEGEND: • SS-- SANITARY SEWER Pacific Community SD STORM DRAIN Design —W WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 10/25/2018 STREET LIGHT REVISIONS STRAW WATTLE r I I EROS ION ONTROLRIMETER No. DATE DESCRIPTION TRACT M DETACHED MIN. SETBACK SUMMARY N f, 281.7 283.5 PORCH SETBACK: 8' ik �-_ X36.0 BUILDING; SETBACK: 12' l - / - f� tp��0040���4. 5.0' 41� '"r �_.— � SIDE SETBACK: 3' - I�� 0 A / �' SIDE FACING STREET: 3.0' I / 'i I PUBLIC STREETS: 8' 11 �P•D E � I, ALLEY/PRIVATE STREETS: 3' FFE:284.3• I �II - REAR SETBACK: 15' i I / GFF: 283.0 1 � / I / , d � REAR SETBACK AT ALLEY/PRIVATE: 0' , f r_ I I i' :'I I I , REAR COVERED PATIO: 10' 1 GARAGE: U I I � � F` BUILDING: i � I `- oa 1 7BR PUBLIC STREETS: 20' o o ALLEY/PRIVATE STREET: 3'-5' m �7 r / 36 c3 17 35 / o 2,880 SF CV i N 4.5' p �— / 1.5.5' o � �� II ,rr LOT COVERAGE: 1a - (` 1 POLYGON 1 W f 21 / a,I Y ii LOT AREA: 2,880 SF WI --- / I� ti LAT ROSHAK Ct 6 0' II J PORCH I III BUILDING FOOTPRINT: 1,309 SF t / P.U.E. f; U ° ' '; I �-° ��: RIDGE —a) i r �19 0' �' � —/ _ — COVERED PORCH: 217 SF - - 13.1' —2 - ; -" CANTILEVER LIVING SPACE: 0 SF o ``` �_ , WATER_ ., ---- 283.71V/ 36.0'AK COVERED PATIO: 0 SF 0 `, 281.9 VAj VPLOT 36 a � DECK AREA: 0 SF m _� PLOT PLAN o. o G `, 1ir , /j ,' \ TOTAL COVERAGE: 1,526 SF PLANT (1) STREET'1 REE: co -STORM LATERALDOVE TREE / / 53.0 % ._�._:_'_ DAVIDIA INVOLUCR'aTA / ci SANITARY / IMPERVIOUS AREA: 1,574 SF oSW TOWNSVILLE STREET LATERAL I j i =- CIS U \ , , v F � �UAU Ty POLYGON NORTHWEST (360) 6957700 � ��d tannin C 1 .�}. O ' PROJECT NO_: 395-010 0. 2S 1 W7 Ca' 1 TYPE: CONSTRUCTION yy� }$ REVIEWED BY: CMII 0 31 iitlais• - -" SCALE LOT 36 (R-12, SMALL) 1D M CASEFILE(S): POLYGON AT ROSHAK RIDGE o PDR 2015-00002 0..0 PDR2016-00002-00006 16875 SW TOWNSVILLE ST 1INCH=20 FEET LEGEND: SS SANITARY SEWER Pacific Community SDSTORM DRAIN Design —w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 10/25/2018 STREET LIGHT REVISIONS ' STRAW WATTLE / / I LCD=DCCD EROS ON CONTROLPERIMETER No. DATE DESCRIPTION TRACT M ... . ------- --\ - N DETACHED MIN. SETBACK SUMMARY rq 281.7 283.5 PORCH SETBACK: 8' �..� L- -� 36.0' J BUILDING SETBACK: 12 — aesr�4•����w �� - ✓ 5.0' -- = SIDE SETBACK: 3 1 I ' 16.0' i ,' i SIDE FACING STREET: 1 t�3 0 1 I f i I/ 1 PUBLIC STREETS: 8' P.U.E. j ALLEY/PRIVATE STREETS: 3' 1 FFE:284.3 I REAR SETBACK: 15' 1 I ' GFF: 283.0 I / �� REAR SETBACK AT ALLEY/PRIVATE: 0' 1 I '' REAR COVERED PATIO: 10' I 1 I BUILDING: I / 1 r GARAGE: E / 7BR L / PUBLIC STREETS: 20' / EH / i ALLEY/PRIVATE STREET: 3'-5' 0 I 36 I 37 0 co 35 I I 2,880 SF IJ` c.it1 � / 6 4.5' I r I 15.5' �I I a 1 • i' LOT COVERAGE: I m 1 �� / POLYGON Ili 1 1 I / ' / I LOT AREA: 2,880 SF 1 r=. II r - ;' ill Ir - AT ROSHAK Ia, 1 I; BUILDING FOOTPRINT: 1,309 SF — — ='—P UOE. I 1 PORCHiff I Ii �- a = 1 o o _ RIDGE 1I-- , I o 1 1_1T 19.0 r L— _ ;/ COVERED PORCH: 217 SF I 13.1' - — CANTILEVER LIVING SPACE: 0 SF ..R1 _WATER ---_ ! -- T _. ,6 rl y F 36.0COVERED PATIO: 0 SF __ 2s1.9'� T/ 283.7, LOT 36 Q IL, ti la DECK AREA: 0 SF PLOT PLAN \\.:77 1\ `�� / 1/ 6 TOTAL COVERAGE: 1,526 SF 5STORM LATERAL ' PLANT (1) STREET'REE: DOVE TREE / / 53.0 % 5 SSDAVIDIA INVOLUCRATA / / SANITARY I / IMPERVIOUS AREA: 1,574 SF o SW TOWNSVILLE STREET ‘ ` rTLATERAL , I � fl ` flS 0 ARD 2 POLYGON NORTHWEST (360) 695-7700 OF �'i Planning O //1C Approved • Planning PROJECT NO.: 395-010 % 251 W7 TYPE: CONSTRUCTION Date: �� p REVIEWED BY: CMH LOT 36 (R-12, SMALL) itials: ' SCALE 10 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE o PDR 2015-00002 PDR2016-00002-00006 16875 SW TOWNSVILLE ST 1INCH=20 FEET ROSEBURG FRAMING SYSTEM- ,. •", ^- � PACIFIC LUMBER COPYRIGHT 2OI2 quality engineered wood products for today's builder ^nrt°s•^•^"" •• ,,,,,µw„ 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. SOLD BLOCK ALI. The plans maynot be re-used or copied.in whole or part,without written permission from Pacific Lumber Tp� .m .,,,,r,a. ,I�II ��i Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGI DLAM-LVL RI GI DRI M• POSTS FR Wawa ,IV F ,�^,,,,�,,,w„, PR scamseB�oecs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ', I �...wyon, PER oETwi�t a."niceROSEBURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS � ---._________ eE�R�r�..RE�or e�ocKs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include �� `` i ee�owro rosTFeovc penalties of up to$20,000 per work Infringed,and$100,000 per worK Infringed willfully. , -"...S. ,, •, ''�+ RFPI�JoIST �' `/IIS RG>SEBURG FOREST PRODUCTS CONTRACTOR NOTES: PE5I6N NOTE5: :17,(ET:1:11::::!:1:: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS . ,, •.., 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR wa � .ew�s EXCEED THE LIVE LOAD ,. ., �.. ^. (UNLE55 NOTED OTHERWISE)3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI• N6 LS ITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 NT.S. NTS. 4)USE CAUTION WHEN CUTTING FLOOR LOADING: FOR PLUMBING 4opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD I I I ROOF LOADING: 25psf LIVE LOAD 11 psf DEAD LOAD R1 " 11 Jn 1 JP. REVISED 5/11113 BLS R1 Jc-- Ja R1 FL12-148(MAIN) POLYGON BC JO JD Mrk s Material Width Depth Grade City Cut LEA Tot Lth r 1 1 •J1 R 3 a R1 0513 Rim 1/2 6 16 96 PATIO ,'I f� PATIO J1 RFPI-20 3/4 1/2 4 16 64 I' J2 RFPI-20 3/4 1/2 10 26 260 IJ4 J4 ''j . J3 RFPI-20 3/4 1/2 2 28 56 I 'b�I IL J • J4 RFPI-20 3/4 1/2 5 22 110 J9 �'n'� jn' J-1 J5 RFPI-20 3/4 1/2 1 8 8 Uv �:/ r• J6 RFPI-20 3/4 1/2 2 2 4 J' 1F I JI .Y1 1 _ - ,1 1 J? RFPI-20 3/4 1/2 1 18 15 I F II J5 RFPI-20 3/4 1/2 4 4 16 ` . 51 RigidLam LVL 3/4 1/2 1.5E 2 14 28 !_ i— AJ,I. JJill J7 J'fJ 111 JO J 52 BLKGamLVL 3/4 1/2 1.5E 1 3 8 =- .__._..._,,,,, ,;,,,,;;,_....= JB 1 BLKG RFPI-20 3/4 1/2 19 3 51 JB2 BLKG1.15LVL 3/4 1/2 1.5E 2 3 6 v. v J2 0 0 J2 Accessories Illkkk'''I H1 ITH01 7950-or-ITT9.5 b • 12 P 12 ''I I', J2 ® ® 12 P O O ®LON....TO OM5E05(PT J2 111 TV CV K t 12 p. CONFORMS TO DESIGN CONCEPT IOR ®1. ❑ root B 12 D_ E J2 El CONFORMS TO DESIGN CONCEPT WITH ❑ a n R1 IY KR 1 REVISIONS AS SHOWN 112 n n 1I J2 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT * a,e.,,, ,,. Date "' THIS SHOP DRAWING MS BEEN REVISED FOR GENERAL CONFORMANCE M I t 6 R A N D T ARCHITECTS » TT :1 J2 a- o- J2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABAICATDAIVENCUA OF RESPONSIBILITY FOR CONFONNWNCE WITH THE J2 J2 DESIGN OPAWINGS ANT SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP MING. CONTRACTOR SHALL VERIFY ALL DINENSISIS. - J2 12By: Michaela R.Petersen Date:February 11,2018 • I. CT ENGINEERING INC 12 12 fl -- v. J 1 r„�� • 3 R 1 J J_II JB2 1 IMPORTANT! !1 J 31 REFERENCE INSTALLATION J.501181' GUIDE FOR ALL FRAMING ---vim _--__ I -- 19 I - - ---s=ue =----_--_- DETAILS AND I-JOIST INFORMATION J1Mill }1 -;1 .1 JB1 II R1 I-• START -------- J1 J1 _IN `'' - START pac�fi umber FRAMING r 1 I - FRAMING LEGEND: HERE 1 PORCH PORCH I 1 HERE & TRUSS A COMPANY ���------��� =HANGER GALLOUT I I V 1 ® -SUPPORTING POST L , PLAN CUSTOMER:RIPTIOPOLYGON ® -POST LOAD ABOVE PLAN NUMBER: 15 (MAIN) R -RIMBOARD FL LB -LVLBLOCKING PLAN DATED: 4/19/12 2 -OUR LOCAT/ON5- JB -JOIST BLOCKING REMODELING CENTER: EI u/TP D5!G J -JOIST CALLOUT 15100 5Yi 500555FERRY LANE 051^550,CREG ON 91035 KAMI BEL-11,100D B -BEAM(FLUSH w/JOIST) (503)858-9663 NDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE ACONTRACTOR YARD DATE: 5/1 7/13 5414 5W JEAN ROAD BBO=BEAM BY OTHERS SCALE: 1/4"= 1.-0" LAKE 055E50.OREGON 91035 (503)858-9653 SHEET: 1 of 1 e, > 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 4 ® 6/7/2015 Products 9-06-00 PIotID Length Product Plies Net Qty ' RM1 46-00-00 1"x 14"APA Rim Board 1 1 FI BOT OM FLISHIITH JOISTS I RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1IRM1 17-00-00 1"x 14"APA Rim Board 1 1 ro e---r-v---h . -h---v--r--s---s- - RM1 14-00-00 1"x 14"APA Rim Board 1 1 19109-950 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 RM1 5-00-00 1"x 14"APA Rim Board 1 2 1 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N N N IN N N N �N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 o ILL LL ILLLL o 2 LL U. LL LL LL o LL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00:0-)010 1.5 RigidLam LVL 1-3/4 x 14 1 1 oi LL BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 I - -a ® CONCEPT ALL BEAMS AND CONNECTORS PER ENGINEER rc11� F03 Q e ❑coxwaMsw •. _ .m ❑ I:RESUME. F03 � I � s. u ACCESSORIES QTY TFI414 24 gay .a ,._7/m. F04 MILBRANDT ARCHITECTS TPL1714 1 H Ir 1x14 OSB RIM FOR SHEAR BLOCKING 30' I RM1 RM1 1I F04 ® CONFORMS TO DESIGN CONCEPT HU412 13 FOS HI— F09 CONFORMS TO DESIGN CONCEPT WITH 1 .t �v El AS SHOWN I FD7 I I F06 —>1 ❑ NON-CONFORMING-REVISE AND RESUBMIT n■ F07 =' F06 THIS SHOP DRAWING ABS BEEN AEYIEWFO FOR GENERAL CONFIRFAVOE I� MIL WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FLOOR LOADING FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TIE BK1=BLOCKING 40 LL F07 I I F06 _. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY RM1=RIM BOARD OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 15 DL F07 Ir F06 —), By: Michaela R.Petersen Date:February tt,201e REFER TO STRUCTURAL PLAN FOR ADDITIONAL CT ENGINEERING INC iPOST TRANSFER BLOCKING FO7 ll- FOG AND SHEAR BLOCKING REQUIREMENTS. I I F07 I F06 I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I',W P071111.: F06 11 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. rp—F07 MI 1 F06 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07 1 F06 �.� q II' F07 II F06 EC p , , >.... N 1 P17 w F06 © F06IN F09 _0 FO5 • __ alkF0, F09 RM1 _ F08iii I Mir cL U8 IRM1 DO NOT: 5-07-00 / Loosen,remove,cut or notch any part of the open web joist. Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" 22'-0" 4'-0" po.m> A 6.12 6:12 v Fc C4 (4) Co rip _ co 6:12 a C2(10) N G . s 6:u 07) W W Z W O>=U = m o�U0 N W B3 (7) J z J . Nino a ,-- � " w zZy� +�-> 16-0 a s oC .w�o o = - N\ I- . . N U u DO o�ceaj v / ti Z Z N o�om tY / ` • ^+ 0 0 w zz>-o Q / .! N Z Z cc waJa O U ' d ccr0ac7 w w 0 ZOz Zz — I— ._. O 0 0 Z w a a , p HWZ, LL z B O OO o: awL,zog ..- v~i �n Z 0 =OOP= ‹ 'Cr LL a UJ Z Z z00LL n v t�C NN) et re0 0 25iTQco 0 ON u * wan ��u. oC7 ��Z Z 5 0 aOw OcnO - � - U• U Z Q N : 4. 2 a�o '(e*ei 63 L @ - M ® CONFORMS TO DESIGN CONCEPT W d• 1 v in El CONFORMS TO DESIGN CONCEPT WITH / � W REVISIONS AS SHOWN r / I I } I ❑ NON-CONFORMING-REVISE AND RESUBMIT I I < - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. "i By: Michaela R. Petersen Date: February 11, 2016 26I " CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL I■ PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION. OFDRECORD ' PLAN: DRAWN BY: REVISION-2: TOSPONSIBLE FING OR ALL NOB-TRUSS TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 7-B NH / B-N H CHECKED BY: REVIEW AND APPROVE OF ALLTRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: • DESIGNS PRIOR TO CONSTRUCTION. } 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.