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Plans '(`( ST - i')01)t�a�� \ u 1 SA,v ,c,c,, .,1c l S-\-- -- LEGEND: °..“r�,,,,/ ss SANITARY SEWER Pacific Community —� I Iit. ' `-+. ;0A I so STORM DRAIN Design— _� —w WATER LINE � � "`"'•_ � 6.00 � ( 12564 5 W Main Street 298.5 1 �'` MANHOLE Tigard,OR 97223 302.4 �,t PUE, � � m 503-941-9484 :� � �� 55.0' CATCH BASIN DATE 2a TYP � = .,++r�.���.�r ���. zea �.�..`...:....,,..,.,w.... .«..,,,... ,..,.ms,µ....., s '�:_.. <� r si 3v n AO ill-- -amiiiiiiiimmossologs,,I t, — [ µ € 30x iS P REVISIONS vi I I ` • 1 NO. DATE DESCRIPTION [II 1- f < - - STREET LIGHT 24.00' 0 if t STRAW WATTLE PERIMETER / I32.00' L - ..l (3) KATSURA TREE / EROSION CONTROL _____ CERCIDIPHYLLUM FLOW DIRECTION F. / o i N. at JAPONICA �� CION ARROW 1; �a STREET SECTION, SEE 1 I \ 3,: p r ? - a CONSTRUCTION DOCUMENTS i 1 6 ' --: [iv 122 1, `. h 29 ... I 5,348 SF I '$ ; .c LI eNt I I43 1 `' BUILDING: 5A � i ! SETBACK SUMMARY _ 1211 I ° BUILDING: .43 9 29%' I FRONT SETBACK: 12' E I1 SIDE SETBACK: 3' o 1 / € € �� 11.00' .r4,- B E STREET SIDE SETBACK: 8' 4.00' ; F �+ �. wit FRONT GARAGE SETBACK: 20' NIA1 \' 2.1' rw FRONT PORCH SETBACK: 8' N I f ' GARAGE I I 1 ° > 1- REAR SETBACK: 15' 4 ;I (` I I I 1 i' a'.I\ REAR COVERED PATIO SETBACK: 10 0' 1 a 2 ... D Af4 a ; H CSV I I I �� I ~��� I�Ire A.]►` „!, f ..�/ ''.. __ — -_ PORCH —_- r ”' rii ' . 1 1 �Li _ LOT COVERAGE: W �' 6.00' -- --- , ►., VISION N PUE, TYP. I: *� .� I0 0 __ ' I 21.00' '"�' ►'�:;_ CLEARANCE `� ' RIVER a, - "' LOT AREA: 5,348 SF I X01 — L21.00' 16.21'1 `#war___ �' / TRIANGLE TERRACE ,lam- £�1 /' BUILDING FOOTPRINT: 1,814 SF - - ;�7 la . �� -',I,o . ( EAST oAll./ t 41.0' `': 1 ��� �., 293.9'1 ArArOrier ir A, COVERED PORCH: 52 SF ll�/I Kirre 3 r COVERED REAR PATIO: 170 SF co tri P 1 \ / livAtimv STORM LATERAL I \ CANTILEVER LIVING SPACE: 40 SF CN �5 (1) YELLOWWOOD / ss /55 ? 122 CLADRASTIS i WATER METER SANITARY LATERAL i ( DECK AREA: 0 SF PLOT PLAN B KENTUCKIA- SD 'rSD/ lik CN 1 TOTAL COVERAGE: 2,076 SF o CR o`i' �Y 4 ').9i6. .►!ra --.41r111111W w wCL W 38.8 % SW SNOWDALE STREET , / .h Ufa,; // IMPERVIOUS AREA: 2,635 SF e I I _ 0 a 2 POLYGON NORTHWEST (503) 221 -1920 C CITY OF TIGAR® PROJECT NO.: 395-041 O 2 V 1 W6 TYPE: CONSTRUCTION Approved by Planning SCALE REVIEWED BY: PRE 4 Date: S.-i?"t� LOT 122 (R-7, STANDARD) 10 20 co RIVER TERRACE EAST 16551 SW SNOWDALE STREET initials: cc Q 1 INCH=20 FEET Z PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" U.. .PT quality engineered wood products la today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGID LAM LVL RIGID RI M- I "....imoer soup eweK w. e I U these lens b an other bM�""W.» I' � rows rrzon.sove Company,which retains copyrights to,and ownership of the ans.Use of th p y y r., ro ee.Rn.v ee�on. P p R���-, ,,III �»sru�souns»eBoOC product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS RglAUVO FOOBl PaoOUC�S ,Ir, ' .�. �R vera ,a Arc» copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include eeneiv�.Ren OP BLOCKS py 9 p 99 `` i em.on ro rosr Aeove penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfullq ► IIIA RFPI JolsT CONTRACTOR NOTES: DESIGN NOTES: a 'fririr ...,..:.o. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS _ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -_^':'^°'^°'PT'°' ^r"'d" MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFrf BLOCKING PANELS WITH BEARING GALL ABOVE POET LOAD TRANSFER PETAIL SCALE: 1/4"- 1'-0" (UNLESS NOTED OTHERWISE) OF L/430 N.T.5. N.T5. 4)1.53 CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/NG AREAS: START START THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I I HERE HERE I I shear wall blocking placement and connectors. POOP LOADING: I I 1 I Purchaser responsible for approving this 25psf LIVE LOAD I PATIO / q'ATI0I ayout prior to any construction. 17 psf DEAD LOAD --R-1 I1 1 t R1 R-1 1 W JS J 1 Ili JL-, lI - - .. .� J 9 I, 8 1 7 R 1 J 1 •• JS CONFORMS TO DESIGN CONCEPT Jc .. J1 -11 I Js ® CONFORMS TO DESIGN CONCEPT WITH JIC .- -�--J9 — I - ;I� ❑ J5 REVISIONS AS SHOWN _is !! !;! J4 t J5 ❑ NON-CONFORMING-REVISE AND RESUBMIT • IJ 2R1 \ R1JB2 I' �� J9 �. J 9 JS THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -.1---, _ _ —_,I' WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J5 I. J 9 T 7TH = i�. - J5 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 R 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF'WHICH HAVE PRIORITY ' II `55 OVER THIS SHOP DRAWING. JI • yid JFi • By: Arnold R. Solomon Date: May it,2016 CT ENGINEERING INC -- . ; _ I IS }T r3 �I J V v - J 1 J <as H X❑ CONFORMS TO DESIGN CONCEPT JG • �� I J1 1 0 0 —d-9 Jr ❑ CONFORMS TO DESIGN CONCEPT WITH ; 1 i �- d d = — _ 3` e ._-- _ = REVISIONS NOTED J. 1 J 1 / ElNON-CONFORMING-REVISE&RESUBMIT 1 III J2 e 0 � , J2 . R9 J? 0 O / - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 I JZri J2 -/` WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN J2 LI L I _-- f_ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE K PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 5/11/16 J2 3 N N 1 �i I1 __ 53�_ '-• MILBRANDT ARCHITECTS .I. J2 __II... Ri .I. J2 - - ill -1 1. J2 I, J2 �— —_- `j _ i. j-----------"-------'-s-------'-'N'%')' I. III J2 III /III J2 J2 ��, • J 1 -J-1 ill .., 2 J'2 I I l - J1 J1 LI I IJ1 J1,,. I PORCH it R1 I PORCH 1IMPORTANT./ REFERENCE INSTALLATION L PL 1 5-5 1 (MAIN) J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION POLYGON 5A FRONT TO BACK Mrk x I Material I Width I, Depth I Grade IOW 1 Gut Lth I Tot Lth 51 RigidLamLVL 1 3/4 9 1/2 1.5E 2 16 32 LEGEND: 52 RigidLamLVL 1 3/4 9 1/2 1.5E 2 14 28 PaCifi umber B3 RigidLam LVL 1 3/4 4 1/2 1.5E 2 1 2 24 ( H -HANGER GALLOUT R1 OSB Rim 1 9 1/2 1 1 1 6 1 16 ®/ J1 RFPI-20 1 3/4 9 1/2 1 2 1 2 144 -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 1 3 20 260 & COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 TRUSS R ..RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 105 1 5 SiN ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J5 RFPI-20 1 3/4 9 1/2 12 30 360 LB =LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK J6 -JOIST BLOGKING J1 RFPI-20 1 3/4 9 1/2 1 1 O 10 CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 PLAN DATED: 2/25/14 JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 18 5 -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L HENDERSON PATE: 2/1 6/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories 05O-BEAM BY OTHERS H1 ITHO 1 1950-or-ITT9.5 4 PL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON SA PL14-89 UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14" OPEN WEB JOIST @ 19.2" O.C. <START FRAMING HERE PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 1RM11 i - _ro-- _m _�s-gw— m ®� RM1 40-00-00 1"x 14"APA Rim Board 1 1 iiI� l RM1 39-00-00 1"x 14"APA Rim Board 1 1 .---/ RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 I— RM1 4-00-00 1"x 14"APA Rim Board 1 3 8.,. LAL. .LLa — n « 0,1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 i u- '2 b - LL lLLL .L E. ° , Lf, I- BM7 21-00-00 5 1/2"x12'.Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 .— —: �_ enn4— _ I.— BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM6 RM1 BM3 I ,42,1§'°' �e © I BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m� BM8 8-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 LJ_BM11 p,�141411 I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =a., — ° :�:,S9;MI v .moi e l 1 V .0 S '-‘1- 5-00-0: BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 I o = = BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 it ,T IS '� mI BM11 4-00-00 BBO2 1 1 4_ .� V - FLOOR LOADING ii -� 1 9 BM5 eK>.=BLOCKINGBOAR40 LL OD RM1=RIM BOARD —- -- A 03-0 I ACCESSORIES 15 DL QTY O TH017140-2 16 PIM MilCC.. © ITT 14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' o O c 8 o SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN L'. l L w <L ?L . , I -H- BVI IT r) LI Iis,)U. i_' i-'' '2 IL' u' i.L � 16 - , ,L,_ LL. L" LL -IJ— REFER TO STRUCTURAL PLAN FOR ADDITIONAL " POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I I ]FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] 4I I I 1 IA E® w WFIERE PLATE NAILING AT IS JBK1I___ — _ I IRM1� SHEARWALL ABOVE EXCEEDS ONE _�_ — — `�'' g, ROW,PROVIDE AMYL BLOCKING OR . I BM7 WIDER RIM MATERIAL AS REO'D. I ]RM1] IRM1I ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH I I I REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ OZSIGN CONCEPT WITH THIS SHOP DHARINS HAS BEEN RELIEVED FOR GENERAL LONFORI'NNGE ❑NON CONFORMING—REVISE R WISH THE DESIGN AND ONLY AND DOES NOT RELIEVE THE Pacii umber FABP:CATOR'vENDOR OF RESPONSIBILITY FOR CON=ORILANGE WITH THE DESIGN OAMIN'ia ANO SPEC[FICATION6 ALL OF NIGH HAVE PRIORITY (24x36 SHEET) SCALE: 1/4" = 1'-0" '''''L oven THIS j..DRAWING. con wDTDR s DN N:Wester DIN.OlIN. ,,„,, s<m)4� BY: Twa B.Eetan Dace:semester HEI 2016 & TRUSS COMPANY D MILBRANDT ARCHITECTS CT ENGINEERING INC