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Plans (105) S6.C- 7 S CSi / 72c7/6; -- Dae J I I ] J \ ] I ` _ LEGEND: - - - - Pacific I —Ss SANITARY SEWER II SD STORM DRAIN Community r• 471.0 472.6Design i _______- ------------ =e�sw� W E �- ��, � r 23.0 _._..-_-_�'-� aa .37.0�����x x..474 -� .��m�®�:.a�®�;: a ® a�mo �- WATER LI 12564 SW Main Street / 4____ N �' 472+ — — — — ® ! MANHOLE Tigard,OR 97223 ]T]503-941-9484 ■ CATCH BASIN 26.71' 22.71' DATE: 12/11/2015 23.21' } STREET LIGHT REVISIONS 1 _ — 470- - �� STRAW WATTLE PERIMETER I ——_— I I I c. . EROSION CONTROL RECEIVED 1 ---J i I I ! --- I � � MAR 8 2016 L_ , i 1 r——J L____., - , I I CITY OF TIGARD I I 1 =. I I I BUILDING DIVISION il I J -� ; ' �- 5100' SETBACK SUMMARY r I I i BUILDING: 5017A �i I — 5.00' —I"- FF=468.3 I FRONT SETBACK: 20' ' i - I SIDE SETBACK: 5' I tr 81 q I 80 1 g ' STREET SIDE SETBACK: 15' _ 'V4 79 r 6,000 SF e 1 I REAR SETBACK: 15' II �r I I I I I IL 1 GARAGE I— I 1 I _—— — 1 I I- PLANT (1) STREET J i I I i 1 ' �L TREE: 2" CAL. — , 1_1I 1 I GOLDENR EINR TREE / E — ———— I PORCH _——_ ; KOELREUTERIA o ° F I L 1 '1 -GJ L PANICULATA — Z- °J — — — IL---r — — - — – LOT COVERAGE: .O ( \ 468 I `'' \ NII 6.00' 24.29' 20.29' 4279' LOT AREA: 6,000 SF PUE POLYGON AT o - - �, te ' - - i`�`� ` = - - - s.4 T , , BUILDING FOOTPRINT. 2,352 SF BULL I—; PLANT (1) STREET I •••�• —— ��:�� _ — _ _ _ CV — 9/// ,��� • ,//�! �//°�/` / I r ��,j//// COVERED PORCH: 58 SF MOUNTAIN TREE: 2"CAL. 1 �', / ,� / / 1 / GOLDENRAIN TREE / 466-- , ik ° I! `� KOELREUTERIA PAN CULATA ----- 466.6 STORM LATERAL 466.5 SIDEWALK CANTILEVER LIVING SPACE: 0 SF -0 �� WEEP T-1RU COVERED PATIO: 158 SF �/ ® S Ss S5 U CURB 55 SS o �' WATER METER DECK AREA: 0 SF M o 1.1 LOT 80 TOTAL COVERAGE: 2568 SF PLOT PLAN 4v yr w 4v 1SW MISSISSIPPI COURT SANITARY LATERAL o /, \— 42.8 % H "L 464 * IMPERVIOUS AREA: 3,134 SF c f, 462 } `\ F._ 460 f ti `\ 5 ii Cs\ I- 1 � 1 r CITY OF TIGARD a POLYGON NORTHWEST (503) 221 -1920G 0 C /x1 Approve: i Planning PROJECT NO 395-031 2S1W8 TYPE: CONSTRUCTION 9 LOT 80 (R-4.5, LARGE) Date. / /16,�� SCALE 20 RREVIEWED BY: PRE 0 POLYGON AT BULL MOUNTAIN Initials: vvi,5 Z CL 15367 SW MISSISSIPPI COURT , INCH=20 FEET PACIFICWMBERCGPYRIGHT2G14 ROSEBURG FRAMING SYSTEM- --------. � ." \�� quality engirlseredwood pfoductstatodays6uitjer- ' v "°""""04°"�`� ,•- These plans and the designs are copyri hted under Federal Law b Pacific Lumber Co y 9 y mean 2074. fff,.`�`".. sow e�0rx ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber e • .��"`�"�°` RG RIGIDLAM"LVL RIGI©RIM` '„°`„«°'«�,,"p,p ',I/ I�� TO BFARMb Duan. Company,which retains copyrights[o,and ownership of the plans.Use of these plans by any other ,�.«��.n. e.sT..u.saws«s�oucz product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 4:11i,� •II .e. ETA ,, .T�« Remo�> f,sewni«s waeA or swcrscopying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `` / sewn To',DST nsovE. penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. {,/ ]� 101 ! Ill MA `J �< R >i�o sr ; PRODUCTS /; IIh }'� :- i� CITY`NG D VASIa1V BUILDING CONTRACTOR NOTE5e DES/BN NOTGSc . �� lJ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �� e ..--•5,+.0.a.•w 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,Po (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPP'BLOLKMG PANELS WRH BEARING WALL ABOVE FOST LOAD TRANSFER PETAL N.Ts. N.Ts. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6e 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD r - 1 SHEARWALLS 1 2psf DEAD LOAD I TMS/5 A PLACEMENT PLAN ONLY SLCEP/NV AREAS, I This layout is to be used in con unction with 1 2psf DEADEE LOADOD ty J 1 2psf ,--. .-- R 1 ..-- -. Architectural/Structural plans verify all J�.. PATIO PATIO R1 r. _-- - " ---- -- J 1 I� -- --- _ I!...: shear wall blocking placement and connectors. ROOfLOAD/N6 J 1 'urchaser responsible forapproving his 25psf LIVE LOAD ! Ithis - - II I"1" J31 JB 1 -- .. -- J 1 113 -- -- --- about prior to any construction. 71psf DEAD LOAD tl I- JFI 1J8 �:1 Jb 1 I1 1I Jb SG' f7 I1 f Jb I 11 _. I,I __. _ JS IL. J5 ____ _.... _. ... ... r .._ J5 LL. ... .. .... __. .. __J"T _ .._ 11 ..._ J5..... .:-. �:::: .... J5L. .... ... ........J9 ...... JB 1.F..R 1 R. ..._ _............JT �,_- .... .: J5 li _. JS LII-. ____________ JR 11 _. i. ..I..,1J2 I .. J2 _ R, 0 J8 Jg_. II JO J8 B, ::: ... :: 11 :: _. _. Jg ... AM K ....._ ..R_q..... .... .......... 34 , ___ ....... ....... ...._... ..... • �_..J4 ..... _.. _ K 0,1,7,3. SMA toWcm Wrc« ::� J ::_ J w.mwEa. • }� -- =r Jfr J • r «,,, Flmil C., _. I :J¢ .�1 ' I ._. _ eAe :vi M LBCNDT A CiiTACT -- I., -.. ...J4 1 .... _ ... .... .... ..... ...J4 .. ._. 1 .... \\ 1 J4 1I I1 J4 11 CONFORMS TO DESIGN CONCEPT i� _... IJ4 LI Li--J4 ___. { __ ... ❑ CONFORMS TO DESIGN CONCEPT WITH S1._ ... J4 .... __ ._.. _.... .__ ...Jq _._ ..... ... ..._. REVISIONS AS SHOWN I� 1 I.1 d4 # l� J4 #� ❑ NON-CONFORMING-REVISE AND RESUBMIT 7 ...... .._. J4 ! ____ ._....... ..._._.. _.--_ ....... 1_-_J4 ...__.. :1 'H:S SHOP:RAPi:NO FAS BEEN RE r:E45EG FSC•.GE6ERh;.G;IN`DnyAeCE L, 1 I _. WITH THE DESISt1 C%W:CEPT ON AND DOESNET RELIEVE THE -J4 FABRICATOR/VENDOR OF NESPCNSIBILITY FOR CONFORMANCE W:TH THE 1 }5 J3 J3 J5 DESIGN DRAWINGS AND SPECIFICATIONS AL_C WHICH HAVE P-_.,=•eTY 1131 J=1 •. OVER THIS SHOP DRAh'.NO, BY: Arnold A. Solomon Seth: December 18, 2014 J5 .. J,:.1 - '._.._.__ -......._Jy...... ..._.___-.i...+ CT ENGINEERING INC J5 PORCH PORCH J5 I' I JS......... J5__ ,. 114P.C7i. TANT7 J L REFERENCE INSTALLATION START FRAMING HERE START FRAMING HERE GUIDE FOR ALL FRAMING' P1_1 4-402 (MAIN) PETALS AND I-JOIST INFORMATION POLYGON 5011A Mrk s Material Width Depth Grade Qty Gut Lth Tot Lth LE6EN17: 61 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 62 RigidLam LVL 1 3/4 9 1/2 1.5E 2 8 16 ( H )—-HANGER GALLOUT 83 ,RigiOLam LVL 1 3/4 9 1/2 1.5E 2 2 4 ��''�� PaCli '�mber L 64 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 ®' -SUPPORTING POST R1 039 Rini ' 9 1/2 't 16 116 MAIN FLOOR JOIST LAYOUT 11 RFPI-20 1 3/4 9 1/2 4 25 1 1 2 TRUSS COMPANY ED -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 3 34 102 SCALE: 1/4'- 1'-0" R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 14 28 J4 RFPI-20 1 3/4 9 1/2 9 30 210 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LG' -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 14 12 168 -/B -JOIST BLOCKING J6 RFPI-20 7 3/4 9 1/2 12 24 288 PLAN DESGRIPTION/NUMBER 501 7 A J -JOIST GALLOUT J1 RFPI-20 1 3/4 9 1/2 4 26 104 CUSTOMER: POLYGON 15 RFPI-20 1 3/4 9 1/2 4 38 PLAN DATED: 11/13/14 B -SEAM(FLUSH w/JOIST) J91 BLKG RFPI-20 1 3/4 9 1/2 49 3 14/ DESIGNER: /CAM/L HENDER5ON DATE 12/4/1 4 HDR -HEADER(BEAM BELOW JOIST) Accessories HBO-BEAM BY OTHERS H1 ITH011950-or-ITT9.5 5 PL 1 4-402 (MAIN) SHEET: 1 Of 2 El CONFORMS TO DESIGN CONCEPT DCONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED El NON-CONFORMING–REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOR6.A ADE WITH DESIGN CONCEPT ONLY AND DOES NOT NEVE THE FAERICATORIVENDOR OF RESPCNSiBILITY FOR CONFORMANCE`WITH DESIGN DRAWINGS,SPEC€FiCATIONS,AND.APPLiCABLE CODES,ALL OF WHICH EWE PRIG RITOVER THS SHOP DRAWING. By Alexia Fukui Date 12/22/14 24" OPEN WEB JOIST @ 19.2" O.C. MILBRANDT ARCHITECTS 'II, 7-06-04 17-07-12 POLYGON 1 5-00-08 I STAGGER F15 JOISTS F02 5 17 A •I' GIRDER TO AVOID TF IBBON HANGER , ,,_ ,-_ te' PLUMBING ABOVE - START FRAMING HERE PL14-402 UPPER =ffietar '� II .1 12/3/2014 jIJii I ,1` 2 mi.:,.MOM,.III:.,:OM■■��r,:�>•+.�-.�. RIBBON I co co co co c co co_ �i� �� « Products 6: L7 " " " U- " PIotID Length Product Plies Net Qty Q BM6 21-00-00 5 1/2"x 21" Glulam (1.8E 24F-V4 DF/DF) 1 1 N BM1 19-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 -7- ' : / 1 BM9 17-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 1��M1 40. 40 F40 F4�F42 '43 44, '45 .4 r — - - t7 DO - -5-1/2-X 16 BIG SCAM 1 1 g BMI 1 14-00-00 5-1/2 X 16 BIG BEAM 1 1 BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 °D °° LL01 1. CO BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2 g N' s N' BK1=BLOCKING �: ,� .. RM1=RIM BOARD o F03 ACCESSORIES QTY • HIT424 47 E i LL U L` m N N c'nIN ' F03' u� iio 2X4 DF#2&BTR FOR RIBBON 210' - LL LL LL U- N c11 A O © HGUS5.50/12 1 1 0 ,, " 1 05 13 © HU412 2 --� ...; Qom. 0'� I HGUS5.25/10 1 ^-mler RIBBON I - - - - _ 0 Q 6 ;, 0 1 05 3 SKH410L 1 CD CD 0 CV NI O SKH41OR 1 F_47 40 F40 40 41 F42 43 4 F45 40 ,232°21 . 75r,' •-- I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IBM8I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. C I w N N ,I N N of (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA, , s— LL LL LL LL LL LL LL LL. 01 FLOOR LOADING ■•UI■■U■ ■■E■euuuuu■■■■ 40LL o BM4 15 DL N- r N N- N. r I`a - f` P-1---1 o .Q 9 u_ Li u_ u_ u_ u.: a u_ WL • m _ L _ m J n LL k HJOIST WITH DBL RIBBON J NAB tam WM SIMuENV 17121 ina . 40 ` 41 43 F45 RIBBON 1� a . BMSA CONFORMS TO DESIGN CONCEPT\ F47f Fop% F� • OIBBONI F42 F44 Foo ElCONFORMS TO DESIGN CONCEPT WITH ��� � � REVISIONS AS SHOWN & TRUSS GOMPANY 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHO?DRAWING HAS BEEN REVIEWED.FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT SILLY AND COES NOT RELIEVE THE FABRICATOR,;CENDOR OF RESPONSIBILITY FDR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL 0=0-ICH,AVE PRIORITY OVER THIS SHOP DR.AWINO. By: Arnold R. Solomon Date: December 10. 2014 CT ENGINEERING INC