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Plans (150) 15714 sw /sem / 77. 0/6 - O 7 LEGEND: 2S1W08CA SS SANITARY SEWER Pacific 300 Sp STORM DRAIN Community 432.3 427.6 w - WATER LINE Design 60.0' 12564 SW Main Street _...... 434 W �Iu+�4Ml�t �a .***.a�.� �crnMla. MANHOLE Tigard,OR 97223 __-.... - ----- — —436 •lim�,!R�i�il oorovi®F®i��®ogropi xC��® - — ' } (Tl 503-941-9484 CATCH BASIN 438 ......... _7.00'— 438,_ .... a DATE: 5/12/2016 440 28.80' 22.53' A 4 STREET LIGHT _ 440 _—v STRAW WATTLE PERIMETER _._. .__.... R R REVISIONS NO. DATE DESCRIPTION 44z 442 F— —� EROSION CONTROL 444 Q q -- f i 446�- - ........ 446 .. ........ _ ......... -- i I I 47 1 I_———-t, 0 6,005 SF � I . _ — —" i •5.00' SETBACK SUMMARY r r BUILDING: 1 1 FF=458.3 1 i1 FRONT SETBACK: 20' 48 , BFF= 449.3 0l 46 5.00' ► 1 i SIDE SETBACK: 5' ; 1 ' 1 I STREET SIDE SETBACK: 15' I i i I .. REAR SETBACK: 15' rt + — it 448—L._ 1 4481 — — GARAGE 1 I II 450 — 450 — 452I 1 i 452 E r _—_... _ 454 'I —I i■ 454 I r--- -- �1 v �L . ,,, _ ' _� !- 456 r 1 4$6 ,,_�■I — - - 1■ i y r II o I —L1 �- r- --z PORCH r I . i r N L7 S — ' ,� I 0 o n �' — — J L — =` --- I t—--—r LOT COVERAGE: ,. 29.29' ---.. L ' — — 6.00' v 2-0.58'„„ 27.29 PUE,NP LOT AREA: 6,005 SF N SIDEWALK 1 POLYGON AT w y., 456.1 1 4 6.5 L BUILDING FOOTPRINT: 2,364 SF BULL z 5 -- COVERED PORCH: 232 SF _ `, MOUNTAIN � Ilk "� _ � / CANTILEVER s--- LIVING SPACE: 41 SF WATER METER � �__7 - Jr 4 i r, � COVERED PATIO: 0 SF o 0. SS s S5 SS SS 4 _' PLANT (2) KAT URA TREE/ //' 5' r� CERCIDIPHYLLUM DECK AREA: 146 SF — SW 154TH DRIVE — Y JAPONICA: 2"CAL., BEtB _ LOT 47 TOTAL COVERAGE: 2,783 SF SD s _ SD I SD . SD - - 5 SD PLOT PLAN % ,STORM LATERAL 1 46.3 % f �� ! %\ SANITARY LATERAL i �� 7 H - , IMPERVIOUS AREA: 3,727 SF _ �� O T Y O t y a . \ a g CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920Iii) o a 2S1 W8 Approved Plannrn�, PROJECT NO.: 395-031 O TYPE: CONSTRUCTION Date:O SCALE REVIEWED BY: PRE �, LOT 47 (R-4.5, LARGE) >- 0 10 20 0.0 co POLYGON AT BULL MOUNTAIN Initials: Z 15121 SW 154TH AVE 1 INCH=20 FEET ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber RIGI DLAM LV L RI GI DRI M� company,which retains copyrights to.and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFRDRO FOREST PRODDCES ROSFRObO FOREST PRODUCTS 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 5 100,000 per work infringed willfully. RFPFJoIST RDSHURG FOREST PPOOVCIS START START CONTRACTOR NOTES: DES/6N NOTES- FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 5Y5TEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE)HERE \ HEREEXCEED THE LIVE LOAD DEFLECTION CRITERIA 9-1/2 RFPI-20 e lb"O.G. 9-1/2 RFPI-20 e 15"0.G. 3)ALL BEAMS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: PATIOI PATIO 5)PROVIDE PROPER SUPPORT AT ALL FOR PLUMBING 40psf LIVE LOAD 1 2psf DEAD LOAD I R1 R _ _ 1 I SHEARWALLS ryry SLEEPING AREAS: 1 N J' 11 ' 1" li Y p _ —' TH/5/SAPLAGEMENT PLAN ONLY. 3Opsf LIVE LOAD ! it ! I ilk This layout is to be used in conjunction with 12psf DEAD LOAD " II I i ! , I III I II I i. li II Architectural/structural plans.Verify all R 1 I Ii j I !; II 1 '1 Il ! shear wall blocking placement and connectors ROOF LOAD/Nc9: II II I ! 1. Purchaser responsible for approving this 25psf LIVE LOAD I I' I I 1 7 sf DEAD LOAD I II I !�t ayout prior to any construction. p I it I it mII I I I1 cr J2 I Il il A I n il I �..a Mere. �^ In.- I II JIi J1 �' R1 R1 _ IIil TeMsmusluR ABM ,I I I G II LLJ J3 iIl ll J3 J3 J � -!B-1- .�ts -�° ��J3 it 3 J � �I I I II I IL I I I �� 3 _.. �{ 2 I i J3 41 1 111-31 14 l'tt I kr iiii, 3+.. -13-13-5J -3.13-3 3_ - J3 J1J3J J3J3J J Jr J3 '- e ��r ,_ Ii I I i1 It I /1 I I I I nto. I ,, 11 I ( it �I :T��;.S�� b"°-2...-.,aa� ! I I I 1 1 RFPI'BLOCKING PANELS MIN BEARING NALL ABOVE .�. ... _ ...-.. ii i1 iI _..JD-I ). I N.T.S. it iI it I ...Y.� B, 1 II I jl it B�/ t _II .—.— .—L--L—.—i!—.—.—. 6 it ] 4,1 I " I j . . 111-111111111111•-• . At;A ; .moi «'0,.., STA sow GNB KE RR DETAIL:C.MATLN \3. BEARING.OAREA OPBBLOCKS • SII!! .• Ih� POST LOAD TRANSFER DETAIL N.T.S. I I I 1 I I PORCH 1 PORCH IMPORTANT/ REFERENCE INSTALLATION ‘,GUIDE FOR ALL FRAMING X❑ CONFORMS TO DESIGN CONCEPT DETAILS AND I-JOIST INFORMATION CONFORMS TO DESIGN CONCEPT WITH LEGEND: PL 1 5-404 (Basement Floor) REVISIONS AS SHOWN POLYGON 195(BASEMENT WITH JOISTS) 0 NON-CONFORMING-REVISE AND RESUBMIT pacm umber a.HANGER GALLOUT Mrk a Material Width Depth Grade it Gut Lth Tot Lth THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ®CONFORMS roDESIGN CONCEPT ® -SUPPORTING POST 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 qo sleNCONCPTw,m & TRUSS ,.` C O M P A N Y B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 FABRICATOR/VENDOR OF EIiY FOR CONFORMANCE WITH THE ® -POST LOAD ABOVE OVVERDN ISASIOPS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ❑ p JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 25 3 15 OVER THIS SHOP DRAWING. : " R -RIMBOARD J52 BLKG RFPI-20 1 3/4 9 1/2 15 3 39 .. ..: �"... 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 By; MRP Date 12/10/2015 J 1 RFPI-20 1 3/4 9 1/2 2 22 441,111/15 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 1 9B(BASEMENT WITH JOISTS) J5 -JOISTBLOGKING J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC MILBRANDT ARCHITECTS CUSTOMER: POLYGON J3 RFPI-20 1 3/4 9 1/2 24 26 624 J -JOIST GALLOUT R1 O5B Rim 1 9 1/2 3 16 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/1 5 B -BEAM(FLUSH w/JOIST) Accessories SCALE: 1/4"-1'-O" DESIGNER: (eAM/L NENDER5ON DATE: 1 2/3/1 5 NOR -HEADER(BEAM BELOW JOIST) H1 IITT9.5 4 BASEMENT 550-BEAM BY OTHERS PL. 1 5-40 9 FLOOR SHEET: 1 of 3 CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for today's builder- These plans FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. (UNLESS NOTED OTHERWISE) The plans may not be re-used orsto,copied,in nor part,without.Use of permission from Pacific Lumber R�GI DLAM LVL RIGI D R�M" Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or (UNLESS NOTED OTHERWISE) copying of these plans,Infringes rights under the copyright Act.Infringes face liabilities that include t¢osfBVAO s0/B9'T PRODV0IS mamma roaEsr Fraauers 4)U5E GAUTION WHEN GUTTING penalties of up to 420,000 per work Infringed,and 4100.000 per work infringed willfully. FOR PLUMBING 40IPN RFPI-JOIST 5)PROVIDE PROPER SUPPORT AT ALL SHEAR-MALLS eetl�FORT° D•o� THS IS A PLACEMENT PLAN ONLY. • DE5/6N MOTES: This layout is to be used in conjunction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all MAIN FLOOR JOIST LAYOUT DESIGNED TO MEET OR shear wall blocking placement and connectors EXCEED THE LIVE LOAD Purchaser responsible for approving this SGALE: 1/4"- 1.-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/400 FRAMING 3'-31/4" DECKI DECK 3-31/4" FRAMING MOORLOAD/N6: HERE \ / 40 5 LIVE LOAD I R 1 _j__ (2)53 L R1 __ _ —_ R1 I / HERE 1 2psf DEAD LOAD � „ (2)B3 R 1 _ Jr s— - - J 1 — - i . ,-q - — _-_ J 1__ -1 J1 _- SLEEPING OpSF LOAD 9 R 1 J5 T i• : ' — di� �� 4 '� • I� 1 2psf DEAD LOAD - _ __ — __ __ _-_ - _ ROOPLOAD/N6: - � T m --I - 25psf LIVE LOAD �✓ a _ J F m U1. _ SIMI 1 Tpsf DEAD LOAD 33 5 m p ,88 O O z 5-1 :0 1�. M I-JS! I e 6 t1 I 1 i ow II::_ ..i ii `11='";*""77:1:6,,t.,. i : —.7:1 I , 11; U z _> ucr:::4 ._ -. i 111 .24” I- -= cO it Q Z m "71"--7-!'plip7 ...%,' U: J1 ,I I 17-1 1/2"J1 __ r z r 1 1 1 1/2" AT:J _i liwiMill67-: ..... . .,••-:„...,,,, ,..,. . ..„...... _____,,_________, _ 0 2 _ J al miiimiiii 0. '.2-:::;Earkl.----: o o T JG �'; 1 J1 Ill m - , j Jj R1 1- 1 RFPIBLOGKNGPANELS Rini BEARING MALL ABOVE - i N o tr ,}� N.Ts. ® ' R1 l JD 4, 1 - —' - -- I= Ji -4! 6 511 O - B 1' - - il3 1 II I (::_::64 J7 J, By{,::_- � ! i ii izT_ u. l il i d) . I J2 �'� _ /Y II AI ' iii r .I�IIICTo BEAR,.BELOkl. --- i�� eE oryroro=TAeo 4 J2 W-__II \�� Jai ,� J.i,2 J;2 J� / V I SIU BEAM , J2 uu ALL�Eo li o rvAEa� = - J2 JO,1 I IfI' II 8-4 1/2° 10-3/8" : �R1 R1 -1 - - I 10-3/" A POST LOAD TRANSFER DETAIL _._ _ J•�1 4 ! =_ �:.1 N.T.S. ii - - � I. I ! ! — - -- II N I — - • _z l I 51 Si ` ( ___ IJEI1 I — J::1 I I 1! 1 J4 • �. PORCH I PORCH 1MPORTANn. FL 15-409(MAIN) POLYGON 115(BASEMENT WITH JOISTS) REFERENCE INSTALLATION Mrk• Materiel Width I Depth &rade tatty Gut Lth Tot Lth GUIDE FOR ALL FRAMING 51 RI9IdLam LVL 3/4 1 7/5 —1.5E 3 4 12 DETAILS AND I-JOIST INFORMATION B2 RigldLem LVL 3/4 1 7/5 1.5E 1 16 lb 53 RIgldLam LVL 3/4 1 7/5 1.5E 2 15 35 64 _RIgIdLam LVL 3/4 1 1/5 1.5E 1 20 20 55 RlgidLam LVL 3/4 '1 1/5 1.5E 2 14 25 - LEGEND: 55 RigidLam LVL 3/4 'S 7/5 1.5E 1 5 5 57 RIgldLem LVL 3/4 1' 1/5 1.5E 1 2 2 �� 55 BIG BEAM 1 1 7/5 2.1E 2 14 25 Filler blockingis not structural) required provided both ( H }--HANGER GALLOUT B9 BIG BEAM 5 1/2 t 7/5 2.10 1 14 14 I-Joists are ontinuous) lateral) supported by paella! umber �/ J1 RFPI-20 3/4 1 7/5 66 15 1155 y y PP ® -SUPPORTING POST J2 RPM-20 3/4 1 1/5 10 50 300 connection to the sheathing at the top flange.In COMPANY ® J3 RFPI-20 3/4 1 v5 4 32 12e addition,the joint in the sheathing shall be positioned & T R U ,, S S ', -POST LOAD ABOVE J4 RFP1-20 3/4 1 1/5 3 20 60 J5 RFPI-20 3/4 1 7/8 12 4 45 over the center of one of the two top flanges to assure R =RIMBOARD J6 RFPI-20 3/4 1 T/e 1 24 24 / shear transfer between sheathing panels. 10515 SW ALLEN BLVD BEAVERTON,OREGON 141005 (503)555-1653 LB -LVL BLOCKING J1 RFPI-20 3/4 1 1/5 1 t 2 12 JE -JOIST BLOCKING R t 0513 Rim t 7/5 7 1 6 112 "9" °� PLAN DESCRIPTION/NUMBER: 1 9B (BASEMENT WITH-JOISTS) JB 1 BLKG 1.75 LVL 3/4 1 1/5 1.5E 21 3 63 .° a z 2 CUSTOMER: POLYGON •J -JOIST GALLOUT alailSorKara .E2 BLKG RFPI-20 3/4 1 1/5 15 3 54 Rwarremann min Max e, Max Mn Maxmin Max Mn Max PLAN DATED: 1 1/30/15 B -BEAM(FLUSH w/JOIST) Accessories DBL I-JOIST WITHOUT FILLER GONSTRUGTION m°^a �" ,e• 2 ,e z z°- s za r ° Ht MIT11.53-or-17711.86 15 N.T.S. DESIGNER: KAM/LHENDERSON DATE: 12/3/15 HDR -HEADER(BEAM BELOW JOIST) 142 MIT41 1 OS 42 Lor.,12a 2. +e ,a z 20 z 24 z 20 580-BEAM BY OTHERS H3 L55U125 I FL. 1 5-409 (MAIN) SHEET:2 of 3 I START FRAMING HERE 9-00-00q SD 'Il:''' 8-00-00 BM1 MOVE JOISTS +1- 4" TO AVOID PLUMBING !- r lI4®••�'l 11111 4 LL �Irl� 24" OPEN WEB JOIST @ 19.2" O.C. ® POLYGON 1 19B (BASEMENT WITH JOISTS) PL15-409 UPPER 12/3/2015 N- :P` r N- !N- N. N. N- 'SN- N- N- r N- r N- N- ?i l,- CO OD To LL NI LL LL LL LL ILL LL LL LL iLL LL LL LL LL LL LL LL $LL I '' Products PIotID Length Product Plies Net Qty LL ,LL BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 o g BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 ?fit 5i1 A BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 ', ®®� O 11 1 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 m X CONFORMS TO DESIGN CONCEPT 1� LW,• I —I— I I_ I_ IW67111CONFORMS TO DESIGN CONCEPT WITH ��.. IBM6I ❑ `�% N N01 18 rl9�N : REVISIONS AS SHOWN NL LL :LL O ACCESSORIES QTY p 2X4 DF#2&BTR FOR RIBBON 220 THIS NONCONFORMING—REVISE AND RESUBMIT s 28 28 28 28 281F36 F38F30 SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE z AO HIT424 43 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �� ` ..,,III CtuI�3',: FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE =: DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ;LL OVER THIS SHOP DRAWING. BY;MRP Date.12/10/2015 F01, CT ENGINEERING INC L M Ap. ©� ® LL O DESIGN CONCEPT CM ® IMI Nswiorar+,OZ.G BKl=BLOCKING 0 q[yl CONCEPT WITH '' RMI=RIM BOARD NON{ONEORMING-REVISE&RESUBMIT aIM�M�N�N�N� •Ri ID (D CO CO ED ED ED • I r N LL LL LL LL LL LL LL LL m REFER TO STRUCTURAL PLAN FOR ADDITIONAL • IMAIM* POST TRANSFER BLOCKING Hadley °' aCTS LI. L''' i AND SHEAR BLOCKING REQUIREMENTS. R MILBR�ANDT ARCHITECTS ®IltriT li10I �r F03 �� SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. o FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA U- F50 _ ` 28 28 F28F28 F28 28/28 F38 I I M I !:—.—m— i—� i .%�=��® vi► �� i. _i4 4-05-02 999 I. o 4 NW DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifumber SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS % COMPANY SHEET 3 OF 3 38°-4 318' 1 1 I t ( 1 ) T 11°5112" 4:1ft ' �1 111 I • , GARAGE r `.5' A FJ1 -1 4 J A, ErarrAll ,..ier 411h. ER } tt HEN J1 I 1 J2 C / , -i7J3 // 75: 1 / ,,, al J4 4114 1al J5 7.5:12 J6 FJA,Q 10.1 Ei J7 Ea J8 ic 1 ' ; , 1 ak J1 1410 J I 1 7.5 x.12 Jr , I , 1111111111ri ,� 1 J6 I F�- ei 15:2 EA I 1111111116.' A I T'"° rProI 1 EJ3 Y.; ,, 1 '111 11116. > rr, � . �. C+41 I SJ2 12' ego 1116111111111 SJ1 C 7,512 .,1 ell ! - - �. . Il.�+, 6:11 I ' '- , Al a i ,,-----/ 2 1 ® w 74 :12 - 1` P G1 19°8' '7) 10°10314' 1 3{4' 15°11/2" 17-8' �� .� pX CONFORMS TO DESIGN CONCEPT Q CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH CI CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT NON CONFORMING REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WIN THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 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' MRP Date 12/15/2015 By Alexia Fukui Date 8/12/15 CT ENGINEERING INC MILBRANDT ARCHITECTS BUILDER: W Copyright CompuTnis Inc.MB ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 01129/15 PLACEMENT TRUSS CALCULLATIONSA TONLY REFER ENGINEERED STRUCTURAL r # $ PROJECT TITLE; REVISION-1: DRAWINGS FOR ALL FURTHER 1 5019-B POLYGON INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS . PLAN' �f DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS BUILDING 5019 / B-B CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL e 4 COMPANY DELIVERY LOCATION:' SCALE: REVISION-TA: DESIGNS PRIOR TO CONSTRUCTION. & TRUSS %. 1 CV 0.15'- 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.