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Plans (409) c\ �.:o\ - ou7iDE taxaLt ‘1t -- 7-e \i°ci LEGEND: / / / SANITARY SEWER Pacific SW RIVER TERRACE BOULEVARD. 1 — D Community ___ j ® ��� s s STORM DRAIN Design 11 0'1 ; NIPP , ,�� If•►!ai�T� —w WATER LINE g .. a q e • 4444k, 12564 SW Main Sheet 1101, �7% a ; > MANHOLE Tigard,OR 97223 1 a .° s a # . tm 503-941-9484 los101. i,. a t CATCH BASIN 4. ,Q ,A �q a DATE: 8/10/2017ll /� �a , > _ � 'lip tli REVISIONS \ NO. DATE DESCRIPTION ,4 ,..b' .a q a \ — I— STREET LIGHT '4. b. MI til \ - "' "' M ° , ..„,. � ! :N :: 4 H5 ■♦ 44...... WATER METER � `� 4 \ >� O _ ► STREET SECTION, SEE 4Afjr -41/1/k -- r • 0 CONSTRUCTION DOCUMENTS 308.9 \ u.. ��j 32.0' t- _ .fit s ,'I q 305.8 \. \ \ _ SETBACK SUMMARY / 2 00. 0' — 18.48' \ \` FRONT SETBACK: 12 E � / ,.I-1_ �-1-_ ----I _1 0 •O ' SA SIDE SETBACK: 3' 8.00' 1 ° 1 A. bhpL\ \\\,, \ STREET SIDE SETBACK: 8' ir PUE TYP. , I 1 j ..� l % t„ \ • FRONT PORCH SETBACK: 8' o t ; 'ORCH 1 111.1a6 \ \ REAR GARAGE SETBACK: 3' 1 ' o� 1 } 172 I A k.ik:\Ilk \ a� . o li 1 3 I 2,880 SF '1, . IVININVIII 170 1 ' I 171 BUILDING: 3.00 i_u << ; 3.00' i FF 3101A33 ; q Q' ‘ii LOT COVERAGE: 4‘..b.wwin , N I o �,, i i RIVER ' j ? .* LOT AREA: 2,880 SF 3 \0 5b, \ \\ 1110‘ TERRACE CV iIt I 1 _ 1 HR FIRE % i \ i \ .o i h I RATED EAVES w �' ` k k k �' BUILDING FOOTPRINT: 1,304 SF TRACT R EAST o } I% ! I GARAGE COVERED PORCH: 49 SF e 1 I o i I ki; kkk il \ '' COVERED REAR PATIO: 0 SF \ 1 C ca N 3.00' �– h i r m t+ < ' \ \ CANTILEVER LIVING SPACE: 0 SF ' I I � I I �, \ . LOT 172 m �� �+ < \I\ DECK AREA: 0 SF Q PUE, TYP. . �' 6.00' � �+ \���� , \ � PLOT PLAN & , Q \ `+ TOTAL COVERAGE: 1,353 SF o — ; _ , 11. \ a 1 �� y 'r iimmir�;" Ir uto.. 32.0'— �' ' —SS Mill '�� T K / 3 •.6 J mu© ` 1 SS - 306.7 47.0 % i / I SANITARY LATERAL ' 0 Q IMPERVIOUS AREA: 1,853 SF Ail - 400 § , ALLEY B STORM LATERAL fir ' ' O1 CITY or TiGGAIRD 2 POLYGON NORTHWEST (503) 221 -19200 0 cc', 2S1W6 Approved byPlanning PROJECT NO.: 395-041 I I PE: CONSTRUCTION Date: l l (>1 [q, SCALE REVIEWED BY: PRE LOT 172 (R-25, SMALL) 111 RIVER TERRACE EAST Initials: Aiv 'I 20 Q 12924 SW RIVER TERRACE BOULEVARD 1 INCH=20 FEET PACIFICLl1M8ERCOPYRIGHTP813 ROSEBURG FRAMING SYSTEM'" "-------z-: i quality engineered wood products for today's builder- ' ,,,,., „� These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2013. ,�,,,,,„„ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber e we+�+ ,I/I' ��� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI D R I M- wI"”, roduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or �� P PP P yROSEBURG!CREST PRODUCES 405'E�ReO form PROMRClS E ' _AIIIC copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include SOLV BLOC..�u. �� \/ SELO NT0 rosrneo` "e s penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. RFPC Jolsr �! • ION, �� SOSEBuRO FOREST PRODUCTS � /� • IIIA CONTRACTOR NOTES: DES/GN NOTES: ....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS " �q y,µ,"w�„w,M 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,",„,,,,,,,„,,,�,„,,,,”, EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA arm-SLOGKINS PANELS NTH BEARINeMALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 ans. N.TS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS 1 2 SLEEPING AREAS: I I I sops(LIVE LOAD 1 2psf DEAD LOAD ROOF LOADING: 25psf LIVE LOAD 1 1 psi DEAD LOAD (- WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE ' EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS READ. AS REGD. WHERE PLATE NAILING AT _ - R 1 u_..-.-__R1 SHEARWALL ABOVE ./.R., R 1 - N Z 1 R1 EXCEEDS ONE ROW, 1 R1! J8 ( JO R1 R1 ' -a J PROVIDE ADD'L BLOCKING / ORWIDER RIM MATERIAL : AS REO'D. ......... in In 7 76 J6 0 0 „, PL 1 5-252 (MAIN) !..-- - Jb -- 'I POLYGON 26 1 0 A +®t— rk a I Material I Width I Depth I Grade Iaty I Cut Lth I Tot F i - --- __ __ -- - —R1 OSB Rim 1 9 1/2 T 1 6 11 2th ? ___ ____ _____ M J 1 RFPI-20 1 3/4 9 1/2 1 1 O 10 - I- — _ ��...._. - J2 RFPI-20 1 3/4 9 1/2 2 2 4 L 1 o.. J6 Wal--�--'— U H) -Ar”'-6 J6 ' 43 RFPI-20 1 3/4 9 1/2 1 8 8 R1 R 1 0 0 R1 . 1 J4 RFPI-20 1 3/4 9 1/2 3 1 8 54 Np J6 - . ._ 1-1 IN __... - ____.__ _____. ..._. .I ___.__ _._._ _____.,- J5 RFPI-20 1 5:4 9 1/2 1 28 28 v u-' J6 RFPI-20 1 3/4 9 1/2 _ 15 26 390 - 36 ® ® J6 B1 RIgIdLam LVL 1 3/4 9 1/2 1.5E 1 1 8 1 8 B2 Rigi dLam LVL 1 3/4 9 1/2 1.5E 1 28 28 j.16,.16, Ory Ory - ''''''''=.-- -/6 j JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 J• 1 1 1 J 1 WHERE PLATE NAILING AT '•- ----- --------.. ......... .-_.__._ -__.._.__--__-.--- _-- E _... ----- ------- -__. ----- ----- ------F Accessories SHEARWALL ABOVE K K EXCEEDS ONE ROW, P --- - J6 N EV _1 4'-0" - 12'-0" H1 ITHO1 1950-or-ITT9.5 4 PROVIDE ADD'L BLOCKING #1. 1 2'-0" 1 4'-0" _ 1 OR WIDER RIM MATERIAL �m - - J6-- . - Jib AS REa'D. _..._. ..._....__. ___._ a- u-ale ............. . ......_.._ ... R1 JS1 JE31 R1 131 JB i PORCH PORCH J51 ---D 1 i ---- - J4--. ..... - -........................ ..... - 1 R1 t R1 IMPORTANT! J4 I,i '....R 1 R 1 J4 REFERENCE INSTALLATION R 1 . START START R1 GUIDE FOR ALL FRAMING v FRAMING FRAMING v WHERE PLATE NAILING AT DETAILS AND 1-JOIST INFORMATION WHERE PLATE NAILING ATSHEARWALL ABOVE SHEARWALL ABOVE HERE HERE EXCEEDS ONE ROW, in N EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING LEGEND: PROVIDE ADD'L BLOCKING - OR WIDER RIM MATERIAL ( H .--HANGER GALLOUT OR WIDER RIM MATERIAL AS REa'D. PacifkJJ.umber `J AS REa'D. pp ® -SUPPORTING POST O[ TRUSS COMPANY e -POST LOAD ABOVE0 CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 10 A JB -JOIST BLOCKING ei,..w...TO DESIGN CONCEPT DESIGN CONCEPT W. ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST GALLOUT `sEr°NIW,oNWNOTEO THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PLAN DATED: 9/23/1 3 ❑PION REVISE IL RESUBMIT WITN THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRIGO10R OF RESPONSIBILITY FOR CONFmh WE WITH THE B -BEAM(FLUSH w/JOIST) - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF REICH HWE PRIORI, EWP DESIGNER: KAM/BELiY00D DATE: 1 1/23/1 3 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT =CM N,ff,-.... OVER THIS slop DIMING. CONTRACTOR SPALL VEAIFT ALL DINENSIONE. PRIORO.neSS,OP RM. BELO-BEAM BY OTHERS SCALE: 1/4'- 1'-0" e. Nelda c"Nm DateO. 9/22/1. By: Todd A.Eaton Date:SRSOEROer ID.20Th MIIBRANDT ARCHITECTS CT ENGINEERING INC FL 1 3-2 5 2 (MAIN) SHEET: 1 of 1 L CONFORMS TO DESIGN CONCEPT POLYGON ►� CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H ❑ NON-CONFORMING - REVISE AND RESUBMIT O CONFORMS TO DESIGN CONCEPT ❑ ICONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFLHAANUE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE NI-H THE p NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL 0 MENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1"x14" APA Rim Board 1 1 RM1 2-00-00 1"x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 II B Va BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F09 Flo ° BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m 1 Ft�9 m�ll ° ° <> BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F10 Ful-f-- ,,BM19161.`s ° -I! II r I BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° i� ° M1 t—T�y, F07 BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° I1 F07 _ BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ° ° Fol 1ccBM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 19-05-00° ° ° d BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 11 Fol BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 • o EE I° ° o ° 1 0 F07__ �I BM10 26-00-00 7 X 14 BIG BEAM 1 1 I .j Q co Z I. F05 1- IBM3! BK1=BLOCKING j ¢ ® ° ° F05 ° ° C I RM1=RIM BOARD C5.C 5 Q Z I ° ° 1 BM4 ACCESSORIES QTY OETII 0 TH017140-2 43 (02 = II` , A 1 I F04 II © HUCQ1.81/11 6 I� J ° I ° b ° i Ifrwi=44 I^ 1x14 OSB RIM FOR SHEAR BLOCKING 28' 0 CC �, W il• ° 0 ° ° 9 F04 m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN C] a ° 0 ° ° HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Z � � Q �I gll F' ' 04 �I W Lu „ in IR ° ,------------ ° BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA -� `n FLOOR LOADING awOW FO I1 I I 40 LL W000U� �I — -. H F03° f 15 DL Z m J W ° o ° o ° ° i I Q CO CC " 19-03-12 I F03° I _ Y M .{ ° ° ° SFO ° I :F02 IL _ _ -1-- m 13 JOIST WITH RIM � I ° F11 0 ° l ° ° F12 II 41I 0 z ° F11 ° V m II F12 0 II a I� F11� <� - ° �� ° F12 a 1 _. III ° F01 ° " Y1�2 BM9 0 0 Paoli" umber co 1 .=--- � & TRUSS COMPANY RM1