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Plans (403)r LEGEND: ss - SANITARY SEWER Pacific L i' J STORM DRAIN SDCommunity �` Desin —�- — — Ln —w WATER LINE g `�' '"s .•�-�'` • • ca 12564 SW Main Street • 302.0 299.1 ' MANHOLE Tigard,OR 97223 • 1 1 , [T]503-941-9484 42 0 CATCH BASIN asci ... ` ..__ _.. ..: .. ,, .,• a •a� ��. orr���iIZ �� .qui ...` DATE: 7/20/2017 -------r----- ;_— REVISIONS STREET LIGHT NO. DATE DESCRIPTION t` J I fr —2`9.00'_ f" 1 Il �� r TI ,' STRAW WATTLE PERIMETER / EROSION CONTROL ;` — ...__ Iji I �1; 37.00' :I i I r ill I I 1 : I �* FLOW DIRECTION ARROW 1 I I _ _ I 1 i I 0STREET SECTION, SEE ,„ 111 11 I ___ _ __�Ir , - I ______�1 I CONSTRUCTION DOCUMENTS r ], ( 4,200 SF I' I 1 , SETBACK SUMMARY I tl 1'J o o ` FRONT SETBACK: 12' 7 BUILDING: o 1 9S' o SIDE SETBACK: 3' _ ? 11 , f1, 3413B 4.00' ;f STREET SIDE SETBACK: 8' E FF=300.81 1 oI I ,_ 1 FRONT GARAGE SETBACK: 20' o t ( I 1 ;` , FRONT PORCH SETBACK: 8' r� 1 i I REAR SETBACK: 15' ' o �� II { ; I ;' REAR COVERED PATIO SETBACK: 10' o f ; j ! , II GARAGE �� • 1 I %1 I I 1 4.00' i I i ;f ;t' -a--� LOT COVERAGE: I I '6.00' AlI Hi I L L t__ 1_, 51111:-'--_, - I', - PUE TYP. ___t _ 20.00 1 1 RIVER ri '1 l PORCH l I LOT AREA: 4,200 SF 3 —� —� o _ _ _299.1_ _ I _ _ _ 116.00' _ _ _ _ _ _ TERRACE o _ T w BUILDING FOOTPRINT: 1,469 SF EAST _____ -� 00 J / r=' :,- ,", V' Ir z 11": 42.0'7-9.90'. i,` � i hi. - ,,� COVERED PORCH: 150 SF O s 1 ,j t / `fes' /' , t ! Now. 296.3 v+ _ ,t Adliii r 1 r•, L � 1 - \ �f I '' COVERED REAR PATIO: 0 SF o ,yam o I .rrr� s wwn�es �i i. .5W ' �'� _ � F ,. .J C) } ` t I i '\ rl`1 I CANTILEVER LIVING SPACE: 0 SF o — SS ROHANI EUROPEAN SS ` -"' `, "" SS 96 (1) 1 WATER METER DECK AREA: 0 SF PLOT PLAN CO BEECH I FAGUS '\ co SYLVATICA 'ROHANII' ) \? i STORM LATERAL sr sr) in , f c / I so , B TOTAL COVERAGE: 1,619 SF 0 / -''-----7----1-1SW BIRDSONG STREET SANITARY LATERAL ;%" I ill j \W. / N ; Vii 38.5 % o tJ CJ / ...C> I I 0., \ 01 '� 1 C'� 8,, - Ch/ Eh � '''.:;, �t M 11 lt �.. N 1 Cn�f-:C "v 1" ` t to �l — IMPERVIOUS AREA: 2,234 SF 0 -1- a op 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD o PROJECT NO.: 395-041 2S1 W6 Approved by planning TYPE: CONSTRUCTION _ S LOT 96 (R-7, MEDIUM) Date: �' SCALE REVIEWED BY: PRE 9 0 0 20 RIVER TERRACE EAST Initials:,----- SC- 1 INCH=20 FEET az 16801 SW BIRDSONG STREET • ..b ,m :~ PACIFIC LUMBER CBPYRIGHT2014 ROSEBURG FRAMING SYSTEM'" N��a""LL quality engineered wood products for today's builder- „�„ ., ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. soup ei.ocK nu The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG I v LAM LVL RI G��R I M' I ..,w��• I Company.which retains copyrights to and ownershipof the tans.Use of these tans byan other vows r"o"Wawa ""„�,„x,,,, ,SSALLSuo GSHBL P yP P D .�.,,,a,"r ,,IIII wsr lEgI nsxa�occs product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS FOREST PRODUCTS '��;`"""00°"" ` v T ov copying of these plans,infringes rights under the Copyright Act.Infringes face led wines that include / penalties of up to$20,000 per work Infringed,and$100.000 per work infringed willfully. ` ��I!` a�p�ro o=Ae E4PNRFPI JOIST \r ROSEBURG FOREST PRODUCTS „rd.,..,, IIIA CONTRACTOR NOTES: GE5/6N NOTES: >a,+..,> 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .m :..,R�..�n, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR .�"waw.M>�..d«,., ..n.o-...�,.. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPrBLOGKMG PANELS AIM BEARING WALL ABOVE POST LOAD TRANSFER DETAIL - (UNLESS NOTED OTHERWISE) OF L/450 Nrs. Nrs. 4)USE CAUTION WHEN CUTTING • _ FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD- SHEARWALLS 1 2psf DEAD LOAD r 5LEEP/N6 AREAS: THl5I5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOPLOAD/N6: PATIO ---I 1--- PATIO Purchaser responsible for approving this 25psfLIVE LOAD I I ayout prior to any construction. 1 Tpsf DEAD LOAD I I I I - I Si Si I - / 10._B,• . 10_6., 13'-3" !!���I , J2 I I IIII ��i IJ2 ■ _ Mill I 1 _I 111 I'I - Ami ;I 1 I \ 1 ' _ PL 1 5-400(MAIN) ' _ �I'' ' -Ip _ I-- !� - POLYGON 3413 ABD(NEFH) _,I I 1 I_ (� ' Mrk• Material Width Depth Grade city Gut Lth Tot Lth -, III II. I ' �i L.. 111a '1 R11 OSB RR�PI-20 3/4 - 1/2 1/2 290 16 50 144 ill ` �1�_ �I� I I �I: _ LL I .1 RFPI-20 3/4 1/2 12 14 168 J2 RFPI-20 3/4 1/2 16 34 544 ,I ' ' �I.-- ' J3 RFPI-203/41/25630 J4 RFPI-20 3/4 1/2 2 2 4 .I ' 'Ia��� • ■■IJ5 RFPI-203/41/2 1 3232 i, B1 RigidLem LVL3/41/2 1.5E 3 1442 ' �I� .J IB2 BIG BEAM3 1/2 1/2 2.1E 1 6 6 S J2 II, U J ' II, ��IIIIIIIIIIIIIIIIIIIIIII„ Acceeaorlae I _ I I 0 ��� I H1 ITH011950-or-ITT9.5 5 I II�_ ��1111111111111111112 i a 2 R 1 I - I�� I ® ® gpl III IIIIIIIIII II 13 ® 1 _ II III = IIII IIII I, 111‘1 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH J 1 K a - REVISIONS AS SHOWN J 1 N Pi I 4 ❑ NON-CONFORMING-REVISE AND RESUBMIT I THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE J? - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' �� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. J1 1 By: Arnold R.Solo®on Date:Deceaber 3,2015 J1 I --- CT ENGINEERING INC IN CONFORMS TO OFS1GN J1 J1 - ❑ "o"�No.NCON¢Prwin, J9 I 9 ❑ 13/17115J I- i- IL i „,.,,,,„,,,,,,,,,„.„,.,.:,,,::_,,,„,,,,"-4• AdeaFali Date MILBRANDT ARCHITECTS J J1 JB 1 JD — F J p I IMPORTANT./ REFERENCE INSTALLATION START STAR 1GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION ' PORCH � HERE HERE I PORGH ' LEGEND: PacifIaJ..umberS Ha—-HANGER CALLOUT ® -SUPPORTING POST & T R U S COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVLBLOCKING PLAN DESCRIPTION/NUMBER: 34 1 3 ABD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH w/JOIST) DESIGNER: KAMIL HENDERSON DATE: 1 1/27/1 5 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 192" O.C. 3413 BD(NEW) PL15-399 UPPER 11127/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING o Products q o START FRAMINGPIotID Length Product Plies Net Qty ����i 9-08-00 RMI 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT , RM1 8-00-00 1"x 14"APA Rim Board 1 1 Ill CONFORMS TO DESIGN CONCEPT WITH 'HVAC RUN --ED ileo RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 I=1 NON CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 WITH THE DESIGN CONCEPT ONLY AND DDES NOT RELIEVE THE g FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY N N N N N N N N N -N h_ a, BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THIS SHOP DRAWING. o 0 0 0 0 0 0 0 0 0 0 o — LL LL LL LL LL LL , LL " LL LL LL. LL LL LL �8 LL LL LL LL ...ILL I'i BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold A. Solomon Date: December 3, 2015 CT ENGINEERING INC I BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS PODESIGN CONCEP* BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑=SLOZSIGN BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 ❑ I BM3 21-00-00 BBO1 1 1 A0_00 1„ BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 ea Fuku Dare e/l'J15 MILBRANDT ARCHITECTS 11_,,._ ® M1, _r–_ Illa :K1I 11 IPS'3 1 .II° IN II,._ 111;c -0$L14 5c I 0 ACCESSORIES QTY p1RM1L CA TH017140-2 44 pill © HUCQ1.81/11 5 HVAC RUN g_iPAC to 1x14 OSB RIM FOR SHEAR BLOCKING 25' me I BK1=BLOCKING FLOOR LOADING ,8, I RM1=RIM BOARD I o40 LL LL LL k LL LL LL LL I B- 15 DL r 81 o to ao wild ILL ,ALL LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1 1u, an POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN j SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. B 1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA _ K1 fltJ121 ,ate — _ 1� —_•�A��-_0 -_-n--__1:1--G II 3-Ut-14 II 1 16M31 RM1 IBM61-- _ 4 60800 4/ O -��`__ I Pacifi umber O <START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen, remove,cut or notch any part of the open web joist. ki - JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 2 OF 2 °m r-A c W n W o P > m z � msOrn o _< W Wer- • m 66 M - O --E o ou m O 53'51/2' o co ( z 10'•5112' 4214r XI 8 m * 11 a v 6 8'� . _ � it S ? Cg CCK -o m a , 4111;) co— n c c s m \ J1 II a _.. —§, &UM 7,1 • — A c 16 cn Al Nit.— cc o 0 owm gi I 52 1 n N T A) N \ / g l• )en- o 4-1-- ,,,NEF-7,.; Iml,„, CD ,mmmmmilme 0 C Ail 4\1 s __ Q- p 0--17p a IOW 4. O Uh rn m(pc , `��� O ODUZmzD��›z, r. z'���Tm i �DZ O 73 P, XL 0 S 0-orno�mz�cnczo< ooxo>mW���<o w f Chi Z<-nZz0—m00mp PJ2 •• A .r __ r , ' \\A � c"'D �Om�OTp�C�mO J 2 aoz7,z N cr nDO���O�m�o�� ' ' �' I t_ / _ w 4 �rOOC� A O'ti 1'✓ J O zip C .. ♦♦ V 66) 12 ? p(� cn i, 2 •• 02. .,ii- ally • alb'' r c ID 1 PPC) MCII p� NIIIM �, VY� CD CO M X; CI) P J1 c CII b '� (41 w tin Mil 4 n pzios NI g g C .r. v. = — 3- ❑X CONFORMS TO DESIGN CONCEPT ® CONFORMS TO UGN COPIEFPT n3 o CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH O I ❑ REVISIONS NOTED — REVISIONS AS SHOWN-13• WI y y ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING- REVISE AND RESUBMIT > ff THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN -< 1.91 cFABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE a) PRIORITY SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 OVEN IHIS SHOP UHAWINIa. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: December 3, 2015