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Plans (4) /4/2941 Sw /6 ,1k asr2a9,0/7v LEGEND: —SS-- SANITARY SEWER Pacific Community SD STORM DRAIN Design —w WATER LINE 12564 SW Main Street Q * MANHOLE Tigard,OR 97223 [T]503-941-9484 ■ CATCH BASIN DATE: 2/22/2019 OAP STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION CDCDCDC I I Il �1v/ _ " - � EROSION CONTROL SW 169TH AVENUE -r. - SS SS ss SANITARY SS DETACHED MIN. SETBACK SUMMARY PLANT (2) STREET TREE: LATERAL 1284 JUNE SNOW DOGWOOD / I I _- PORCH SETBACK: 8' STORM BUILDING SETBACK: 12' — SD CORNUS CONTROVERSA S► sr s R -LATERAL SIDE SETBACK: 3' /ri�� `WATER - �.�. ir" �""" WAIN( �iW�` i, `�— � SIDE FACING STREET: MI ` METER � ' •Gi ` ■ \ ALLEY/PRIVATE STREETS: 3' , o , 284.4"" 284.8 .. Ter.} `� REAR SETBACK: 15' SIDEWALK L 36.0' REAR SETBACK AT ALLEY/PRIVATE: 0' J� .� �`i REAR COVERED PATIO: 10' _C .4111111EV*'01 — GARAGE: E — _ - = �- �� — 13.1' 286)-- - - - . - - - 1 I C=19.0'-= _- - i - PUBLIC STREETS: 20' ____ _ _ __ _ ALLEY/PRIVATE STREET: 3'-5' o` - -_= III J . +1I I °` - - - :— • -28-288 P.UE.- - - I 1— II a I — PORCH - 1.1 289 � I- 1111 0 �1 — I I � 1-HR FIRE N III 1 11 I BUILDING: l RATED EAVE—Ti LOT COVERAGE: il 1 III I ' I I I r,,.� 7BR POLYGON w 1 I II 6.0' — 14.0 I LOT AREA: 2,880 SF = 11 — 1 AT ROSHAK `111 U + I 27 i 28 I BUILDING FOOTPRINT: 1,309 SF 11 u I i 2,880 SF I RIDGE ' FFE: 290.1 oI COVERED PORCH: 217 SF Y i kl 11 — l& _ 1 / GFF: 289.8 ID ' , I I I CANTILEVER LIVING SPACE: 0 SF c O i I 10.0' I i -� — � , cz C I T _ 1 COVERED PATIO: 0 SF a 0 C I I LOT 27 GARAGE 2 CCC PGE UTILITY i - ;f 3 0 I DECK AREA: 0 SF Q ESMT. 1--~4'I° P.U.E. PLOT PLAN o (rf Q. X11 I . I TOTAL COVERAGE: 1,526 SF F A I PI� I I --•P - } —�u �_ IIS. ✓ f16.0' —� 53.0 % 0 36.0' E kA) \ 0 I 289.8 I 5.0' 289.5 I IMPERVIOUS AREA: 1,857 SF I LO I I TRACT B C, al = I I 1 0 C ., i ,----1 I POLYGON NORTHWEST (360) 695-77000 Q PROJECT NO.: 395-010 2 S 1 W7 TYPE: CONSTRUCTION V REVIEWED BY: CMH O SCALE LOT 27 (R-12, SMALL) 0 10 20 CASEFILE(S): POLYGON AT ROSHAK RIDGE O PDR 2015-00002 z PDR 2016-00002-00006 14294 SW 169TH AVENUE 1 INCH=20 FEET Mil ibOr•ftell �. PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM' 1 quality engineered wood products for todav's builder- ""`°""`"`"""'" 4"°-"°d"a' I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. SOLI,BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM-LVL RIGI DRQ M I ��IBEnRrt+G Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� I 1 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROS[BURO FOREST PRODUCTS --- ,IIfaBEARNGAREABLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 4111, �i ' -.9car \` ,<4,. 0,0,1 TO POST ABOVE. penalties of up to$20,000 per wort infringed,and$100,000 per work infringed willfully. , ILII RFPI JOIST ,., ROSEBURG FOREST'PRODUCTS ./ � CONTRACTOR NOTES: 0E5/6N NOTES: •^—-- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS R',...9 .1061 o.�r<" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,�..ae«I...r.=t "°""°""9EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFP/BLOCKING PANELS MMTH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOF L/480 UNLESS NOTED OTHERWISE) N.rs. N.Ts. 4)USE CAUTION WHEN GUTTING FLOOR LOADING: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2p5f DEAD LOAD SHEARWALLS 5LEEP/N6 AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD II- ROOFLOAO/N6: 2 Spat LIVE LOAD 1'I pat DEAD LOAD R1 r E I REVISED 5/t)I13 ALE R11 Jti - --IS 1 i I FL 1 2-1 48(MAIN) I POLYGON BC I,I J8 J8L, Mrk* Material Width Depth brads Oty Out Lth Tat Lth Jam- _ __.-_ _- R1 OSB Rim 1/2 6 16 96 I - PATIO .J1 RFPI-20 3/4 1/2 4 16 64 PATIO J4 J4 1 1 �� J2 RFPI-20 3/4 1/2 10 26 260 J3 RFPI-20 3/4 1/2 2 25 Pb J4 J4 24 RFPI-20 3/4 1/2 5 22 110 11 ® 15 RFPI-20 3/4 1/2 1 S 8 J6 RFPI-20 3/4 7/2 _ 2 2 4 JB1 �.Ti- - l r I I JB 1 21 RFPI-20 3/4 1/2 1 18 15 J4 J4 [',1 6 J I- I '.I �6 J� J5 RFPI-20 3/4 1/2 4 4 16 JS _ Jl Jl J3 B 1 RigidLam LVL 3/4 1/2 1.5E 2 14 25 0 J �� 7 JSu� J B2 RigidLam LVL 3/4 1/2 1.5E 1 8 8 5 J4 J4 B2 '',-- _ JB1 BR RFPI-20 3/4 1/2 19 3 57 I JB 1 JB i I 252 BLKG 1.-75 LVL 3/4 1/2 1.5E 2 3 6 B• 0 0 12 I1 J2 I Accessories • II ry � jl H 1 1711/01179 50-or-ITT9.S 6 II >'.I J2 d Rr J2 II 6 6 12 I. 2 -11 Ory Ory R 1' J2 CONFORMS TO DESIGN CONCEPT ®roNwsM roo MS TO sI6NCONCEPT I It EPT J a J2 ❑ CONFORMS TO DESIGN CONCEPT WITH 0 NON-CONFORMING R 1 I K K ',II I l 1 REVISIONS AS SHOWN „,' _" f Date FABRICATOR/VENDOR DES NOq OF PT IULVDRAWING HAS BEEN EBI NEO FOR GENERAL FOP FACONFORMANCE s M I L R R A N DuTT ARCHITECTS R JB 112 N n I 121 3 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS RE ITY ITH ne ,I J2 J2 tr 6WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE III- - 1I J2 - L. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MACH HAVE PRIORITY i OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. I 12 - J2 H By: muhaela A.Petersen Date:February 14 2016 J2 J1 J2 I CT ENGINEERING INC K R1 J P 1.F13 J3 J8 RI1 /MPORTANTf. I3 J t ,I _-- J-,1 J3I',I r REFERENCE INSTALLATION GUIDE FOR ALL FRAMING B1 - I # --- J1 B1 DETAILS AND I-JOIST INFORMATION -11 11 -11 11 Jt i JD START � Pacifu4.umber FRAMING FRAMING LEGEND: HERE PORCH PORCH HERE Sc TRUSS COMPANY ( H }—-HANGER GALLOUT I `J I PLAN DESCRIPTION: 1B IIL, L - J Z -SUPPORTING POST =POST LOAD ABOVE GUSTOMER: POLYGON (MAIN) PLAN NUMBER: 15 R -RIMBO ARP LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2—1 4 8 JB -JOIST BLOCKING -OUR LOGAT/ONS- REMODELING CENTER: EI TP DE5/GNER: J -JOIST CALLOUT 1510051,BOONES FERRY ROAD LASE OSWEGO,OREGON 91035 KAMI BELkNOOD B -BEAM(FLUSH w/JOIST) (503)555-9663 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE i EANROCONTRACTOR YARD DATE: 5/11/13 59 i45W JEAN ROAD BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKE 05 W EGO,OREGON 91035 (503)955-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE s 8/7/2015 Products 9-06-00 PlotID Length Product Plies Net Qty ■; RM1 46-00-00 1"x 14"APA Rim Board 1 1 k 61 Bo nom FwAM MTN JOISTS I RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1 __ _ RM1 17-00-00 1"x 14"APA Rim Board 1 1 0 0 0 0 0 0 S o S o RMI 14-00-00 1"x 14"APA Rim Board 1 1 199-0.50 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 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N N N N 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 81 LL LL LL o 0 0 LL o 0 o LL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =g BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ce 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 a. f' ' o 0 0 0 LI; ..RK14 -S VA 7 CA o VA a�® a _— -. p cawwWMs.o oeswx mxaPr � ALL BEAMS AND CONNECTORS PER ENGINEER F03 - B RM1� CONFORMS CDT mimmomm a WITH "' c F03 m ACCESSORIES QTY ©� ^ �> E F A TFI414 24 F01 , I I " 1,.--L- L--J U- MILRRANDT ARCHITECTS © TFL1714 1 � F04 '� RM1 1x14 OSB RIM FOR SHEAR BLOCKING 30' N -F04 Y Y-.... RM1 r .__ ® CONFORMS TO DESIGN CONCEPT © HU412 13 FOS g ' F09 t' ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN F07 F06 4 ❑ NON-CONFORMING-REVISE AND RESUBMIT F07 - F06 a THIS SHOP DRAWING HAS BEEN REVIENED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FLOOR LOADING FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BEI=BLOCKING C DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY RM1=RIM BOARD 40 LL FD7 F06 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIIENSIONS. 15 DL R F07 F06 ' a By: 44cA 1 A.Petersen Date:Febrwry n,lois REFER TO STRUCTURAL PLAN FOR ADDITIONAL ce' • • }' ® CT ENGINEERING INC POST TRANSFER BLOCKING F07 F06 AND SHEAR BLOCKING REQUIREMENTS. F07 - F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ © F07 e y FOE u I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. c F07 ®IPB F06 n FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07 FOE aDb F07 F06 ." yE 4 a N F07 s-- V .> FOE F05 F09 o►r a F05—.�- F09 I— — 26'-0" 22'-0" 4'-0" Ca (2240)> NN 6:12 6:12 �' C4 (4) co ' -0 " - .. , • \ •• ` - c4 Bo 6:12 C2(10) , .. .. N ad ' i a ... \ r N V. b N .. _B4 . .. �,�, 6:12 z.,{ ,i- . CO CG wwzw U 2. Zh-V,Q ... ... .. Kw OS a�- '—N ... ... 0>2 U •:...... I. w W.2 ^ . ,., ._ .. . . • ... _. o w LU ,- " B3 (7) H m V 2Z0 CV W .. ... .. ... _ J w =Et v - 16'-0" " a a. o`'`''c w Z R o = ._ ,� I_ . . . ... N V LU ull O (-o2 V .. 11- z Z N 1 c uj CC .. \.., .... 14,- 0 0 W I Z}mow, Q N Z Z et w QJ_a . ... ..a .. . .. C7 0 �}m¢z . Vf 71 U' zz0- O 0 W Z LU G 0°I—wui0 iy B 000 etaw�oo ... C.. . in v, Z • 0 2z0QV2, X Q 2 2 z z Z°o°co °� ce J ! bHL m OCC Ce ......4..... A I— U-0 d e 4 `� iii N N 4:'12 IIh991 ro l •W / ch M �� CONFORMS TO DESIGN CONCEPT Wi m• 1 _ ' ❑ EO !GEDUBMr; ) 1WINO 'I I 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. L .. /� By: Michaela R. Petersen Date: February 11, 2016 26'-0" 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 PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION.BUILDING aci ' u er DESIGFORMATIN .B IL RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF EOFALRECORD TO o TR. II Si7-B NH / B-NH CHECKED BY: REVIEW AND APPROVE OF ALL 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. i LEGEND: '°11.1°'. ./ —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: 2/22/2019 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - __' EROSION CONTROL SW 169TH AVENUE ----- ` — 5S SS S5 SANITARY i SS — DETACHED MIN. SETBACK SUMMARY PLANT (2) STREET TREE: /LATERAL -284 JUNE SNOW DOGWOOD / I I PORCH SETBACK: 8' STORM BUILDING SETBACK: 12' - SD CORNUS CONTROVERSAlilSD MkAIN immio, 1711-LATERAL I SIDE SETBACK: 3' \-1-(WATER-1M SIDE FACING STREET: �, ":1 METER PUBLIC STREETS: 8' P o'° ALLEY/PRIVATE STREETS: 3' 284.4 284.8 , typ, �, REAR SETBACK: 15' SIDEWALK S ° C�'rREAR SETBACK AT ALLEY/PRIVATE: 0' 36.0' REAR COVERED PATIO. 10' iL 'mac'if - ��w! u 3 -- GARAGE: E —— — `== .-- -- ......713.1'-- -- a — — + r - _—2861---- PUBLIC STREETS: 20' o — _ - 7.-- �� Y I ____ -287_== 6 0' _- --=-1 ALLEY/PRIVATE STREET: 3'-5' 0. - - - - -- 1— 1�i < II I -'PORCH - �288- -P.U.E.- - - N rl\i�II 0 ' , — ." I I- 289 1 .45 1-HR FIRE c� II ���111 I 'I BUILDING: I RATED EAVE -I LOT COVERAGE: Cn POLYGON w I 6.0'7111- �; -~ 114 0 I LOT AREA: 2,880 SF in N p SII o1 f l 28 AT ROSHAK 0) I� i r1 1 V °I / 27 d I BUILDING FOOTPRINT: 1,309 SF a ( ' 2,880 SF 1 RIDGE 11 0 �� ' H - L.p _ FFE: 290.1 I I COVERED PORCH: 217 SF o a. ' ' G FF:289.8 I �7 . 1--- CANTILEVER LIVING SPACE: 0 SF N 0 F � 10.0. I -_ -- 0E ' II COVERED PATIO: 0 SF O OL N I i GARAGE 1 r LOT 27 Q PGE UTILITY 1 DECK AREA: 0 SF O. ESMT. -4.0' / P.U.E.cy I� PLOT PLAN o �� ] 1 \ ,- --- I I s I TOTAL COVERAGE: 1,526 SF PG i — — - `--- = _—-A-- �- - - 6 J f 16.0' —o-- m - _ 53.0 % — 36.0' 1 --II — E I 289.8 A 5.0' 289.5 IMPERVIOUS AREA: 1,857 SF I r I TRACT B 0 0) o i a POLYGON NORTHWEST (360) 695-7700if) Q PROJECT NO.: 395-010 0 /S 1 W7 / L-`/ I TYPE: CONSTRUCTION REVIEWED BY: CMH o LOT 27 (R-12, SMALL) SCALE ,6 10 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 z PDR 2016-00002-00006 14294 SW 169TH AVENUE 1 INCH=20 FEET