Loading...
Plans (395) \( S c C - ()SW 0-w L\ S\; 21`4 2(2-- \�- - •c LEGEND: ss SANITARY SEWER Paci Fic O SW RIVER TERRACE BOULEVARD1 Community SD STORM DRAIN ���� f 1 Design ► � l � t —w WATER LINE 12564 SW Main Street /�' } ° n ° Q • MANHOLE Tigard,OR 97223 l o ' a ° R]503 941-9484 A , A A ' '. ■ CATCH BASIN 4 o lei DATE: 8/10/2017 •• 44 461'14• b. .40: REVISIONS 4 4\411' . .p, 4: n NO. DATE DESCRIPTION .i i' A. co ,� �,° 4 al • ° �- . M' STREET LIGHT r' M..-3 , f D 4 P - 4 D m - lir • M04111p ►/ STRAW WATTLE PERIMETER EROSION CONTROL • FLOW DIRECTION ARROW - ,,, k414t WATER METER 4 .7.-4& s OA / .41 • I STREET SECTION SEE � � — — -�i � 0 CONSTRUCTION DOCUMENTS r� tili 315.0 4 312.1trilOr i �.� 32.0 _ 12.13' 1 ' SETBACK SUMMARY E J' _ 18.00' --- 1? SIDE 12' 1 I 1 1 3 iso o .....i_--- ----h N j PORCH____ _ ° °I 8 00' STREET SIDE SETBACK. 8 1 F 1r I --PUE TYP. I,) FRONT PORCH SETBACK: 8' �V REAR GARAGE SETBACK: 3' 0 4 170 i uma+ - j f 1 N T' ti 2,880 SF I 171 - _! °' i/ Q i 169 ‘ BUILDING: �: 3.00' , , j \ 1I I, 1172 o j; FF=3 6.63 } ; 1-HR EAVES ' I 1 LOT COVERAGE: w ', '1 .o' RIVER N I 1' O '\ , I I (i:,)„, °' 1 HR FIRE ° F ' ',I LOT AREA: 2,880 SF _ `xi I RATED EAVES x 1 TERRACE CV i. I I i �� I � _ ? I �; I zl' 11 BUILDING FOOTPRINT: 1,314 SF EAST . _Ir 1 (. o I i I \ GARAGE I { COVERED PORCH: 13 SF j C I 3.00Ir ' ' I , I � a` o I �� COVERED REAR PATIO: 0 SF O_ 1 O rn I N I II______ ' 11 r-, �..r�I tI I. 7 -- � � 1 I r�- ll I 3.00' ,� CANTILEVER LIVING SPACE: 0 SF LOT 170 M I PUE, `° "' Sow+ NP 1 DECK AREA: 0 SF PLOT PLAN , I \ 1 312.4 1_ !' TOTAL COVERAGE: 1,327 SF 0 1h L S °' v i — - 32.0.___.. "'�'- - _ _ 1 46.1 % PeT_ SSet, 315.1 SS .' STORM LATERAL • �� ss o ^ /M M ,� M o 1,16 IMPERVIOUS AREA: 1,858 SF M M SD j'- ( SD P . 0 /sem All ALLEY B TRACT K _ �' SANITARY L�TERAL 1` CITY OF T GARD 3 POLYGON NORTHWEST (503) 221 -1920 Date: e L PlanningSiD 1 7 a C ^„ ' PROJECT NO.: 395-041 2S1 W6 } TYPE: CONSTRUCTION V !n i l i El Is: __6_,:u„ REVIEWED BY: PRE SCALE LOT 170 (R-25, SMALL) 10 20 LnD RIVER TERRACE EAST Z 12944 SW RIVER TERRACE BOULEVARD 1INCH=20 FEET 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) P1.15-265 UPPER B START FRAMING HERE > 8/7/2015 I Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 ,BOTTOM FLUB„WR„JO!STS J RM1 28-00-00 1"x 14"APA Rim Board 1 1 -_IRM1I - p RM1 14-00-00 1"x 14"APA Rim Board 1 1 S S-09-05 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 I RM1 7-00-00 1"x 14"APA Rim Board 1 1 N N N N N N N I N N N N N oe O o 0 0 u u uO u o RM1 5-00-00 1"x 14"APA Rim Board 1 2 { � U. w o LL LL LL LL LL LL o RM1 3-00-00 1"x 14"APA Rim Board 1 3 O LL LL LL BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 %6 a .. z 1 1• .>A (RB 1 tt BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1:i' r ' w-- 3r .. .' �� BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IFRM1 %i 0 Fos w ❑;�. „`1°o”"`°"'^'""„ BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 F03 °w.... E.� BR„EB BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �, Fol f ."e�" 6"'° "`"' BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 A I i WV Akwe wv vvYss E F04�� MILBRANDI ARCHITECTS rl I ALL BEAMS AND CONNECTORS PER ENGINEER I RM1 LRM1I� ___J} F04 s-- y ® CONFORMS TO DESIGN CONCEPT F ❑ CONFORMS TO DESIGN CONCEPT WITH F09 '1 pi FOS REVISIONS AS SHOWN ACCESSORIES QTY a D NON-CONFORMING-REVISE AND RESUBMIT Q TFI414 33 FOB I. F07 1 I THIS SHOP HARING BB BEEN REVIEWED FOR GENERAL CONFORMANCE © TFL1714 3 IEE FOB - F07 9 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1x14 OSB RIM FOR SHEAR BLOCKING 30' DESIGN IXUWINGS AND SPECIFICATIONS ALL OF THIGH HAVE PRIORITY I• OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. �. F06 N;'. 1 F07 © HU412 13 --- — By: MIchaeta R.Petersen Date:February 11.BOIS FOB 1I FO7 CT ENGINEERING INC OR FLOLOADING FO6 _ BK1=BLOCKING , F07 RMS..RIM BOARD 40 LL wit FOE i --- F07 \ IS DL E REFER TO STRUCTURAL PLAN FOR ADDITIONAL � ;.1 FO6 II r F07 IRO POST TRANSFER BLOCKING � ., —� AND SHEAR BLOCKING REQUIREMENTS, 1 F06 ' I F07 - -_" ' =: - SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FO6 F07 ^mm I .r -- Ib =.«. � SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 J cc Amp F06B. F07 —11!'1 F06 $ 'p F07 q I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA €EEE E 1:55. iN . [E'[[1 F09 1 F05 -------\\ O F09 ID Y 1.14,i F05 - F09 ownF05 C�-j�I� k �} -.WPM s'o o o s'o 0 0 .o • 's- IRM1I \\ % O �' LL LL LL ti lL LL LL. a' `-� LL m L I m L.T. RM1l ,x IMIEN 6 RM1 DO NOT: IRM1I Loosen,remove,cut or notch any part of the open web joist. II — I Pacifi umber JOIST WITH RIM __. SCALE: 1/4"=1'-0"on 24"x36"SHEET $ TRUSS. COMPANY SHEET 2 OF 2 - -�. PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" quality engineered wood products for iodav's builder.- "°tcara•°"" . II , These plans and the designs are copyrighted under Federal Law by Pacific Lumber Oompany 201 3. SOLO BLOCK P.,. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI D RI M I Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other ,I�I / � aeiory TO AGST CLOCK Product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or eosesueo FOREST PRODUCTS IfOSEWJRC.road PROOUO75 I� \' ``\E copying of these plans.Infringes rights under the and Copyright Act.Infringes face liabilities that Include ,III% penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. /140PNRFPFJoisr $A It ®CONFORMS roDES/GN�K�PT CONFORMS TO DESIGN CONCEPT CONTRACTOR NOTES: pESIGN NOTES: per ID CONFORMS TO DESIGN CONCEPT WITH 0" `s oruc005swB CONCEPT Wrtx 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 .o,,,,,-„-,,,,, ❑ ❑NON-Aox oswasu-REVISE a RESUBMIT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR REVISIONS AS SHOWNEXCEED THE LIVE LOAD �E��vs+� "”"-�° _ _ - T:-57",5 (UNLESS NOTED OTHERWISE) ❑ NON-CONFORMING-REVISE AND RESUBMIT `- - ,..�.o�.-c.-.E 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPS BLOCKING PANELS WITH BEARING NALLABOVE POST LOAD TRANSFER DETAIL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORM/BE ey Nie. tUG Date LIT/16 (UNLESS NOTED OTHERWISE) OF L/450 N.Ts. N.Ts WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE S MI L B R A N D T ARCHITECTS 4)USE CAUTION WHEN CUTTING FABRICATOR/'VENDOR OF RESPONSIBILITY FOR CONFORWAHCE WITH THE FLOOR LOADING: DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH IAVE PRIORITY FOR PLUMBING OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIVERSIONS. 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD By: VI:table R.Petersen Date:February it.2016 SHEARWALLS CT ENGINEERING INC SLEEPING AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I ROOF LOADING: 25p3f LIVE LOAD 1 Tpsf DEAD LOAD _gJ _ R1 REVISED 0517113 KLB I JD J15 PL 1 3-04(MAIN) R1 IS J4 Q 1 POLYGON -ID Mrk a I Material FNldth Depth Grade Qty cut Lth Tot Lth -----JD---- ----JB----- R1 O5B Rim 4 1/2 7 16 112 J1 RFPI-20 3/4 4 1/2 4 16 64 J2 RFPI-20 3/4 9 1/2 10 26 260 PATIO - =,...4.,,A=.71—____ 1— # -s PATIO J3 RFPI-20 3/4 4 1/2 2 28 56 T J4 RFPI-20 3/4 9 1/2 5 22 110 _ ISI ----- !J J5 RFPI-20 3/4 9 1/2 1 5 8 J1• I I I J-} Il JO RFPI-20 3/4 9 1/2 2 2 4 ey4_-__- _-� -_-_ ___- ___- _ J-I RFPI-20 3/4 9 1/2 1 15 15 �' r '- - _-- ___-� J8 RFPI-20 3/4 9 1/2 4 4 15 • • 61 F21gIdLam LVL 3/4 9 1/2 1.5E 2 154 25 J�'t �F2 V J4 -- Jfi— iF� LEft 1 B2 RlgldLam LVL 3/4 9 1/2 1.5E 1 - B 8 J51 5Lice 9 3 Jf3 2F _a I. J-1 • J1 I -- J� JD-- JB2 BLK6 r1./5LVL 3/4 9 1/2 1.5E 12 3 6T L 'iii J 1 J 1 �-—6239- .--j J Accessories _. _ _... ....__._ J4- _ _____ ___-_.__...._ -___...__- J4 -____ - _- H 1 I TI-101/950-or-1179.5 6 J2 0 .J2 14. IN 11 -- I. J2 v J2 ----- ---_._. .1...._,x,{2. ......... ------ ------- ® ® ............ ...__.. .......... .......J2.. —1411 Ory n K t J2 J . J2 v IILL J2 I� R1 i. R_ R' R,, I1 J2 - v wr J2 �II J2 J2 I I REVISION J2 J2 rI 1 .i52 --- ----- ...• J. 1 J 1 II -._.... .....JB2 R1 : . J1 -11 It i- IMPORTANT.I - J1J1 REFERENCE INSTALLATION R1 JIB 1 I Jf51 hR 1 GUIDE FOR ALL FRAMING I. START di-- II I Ji START DETAILS AND I-JOIST INFORMATION FRAMING I PORCH PORCH FRAMING LEGEND: HERE 1 I HERE Pacifi umber I I H---HANGER GALLOUT L J L J pp ® & -SUPPORTING POST TRU 5 5 COMPANY ® -POST LOAD ABOVE - / R -RIMBO ARP 5430 JEAN ROAD LAKE OSWEGO,OREGON 4'7 035 (503)858-4663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: TD JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 2/2E/12 O -BEAM(FLUSH W/JOIST) ENP DESIGNER: KAMI BEL-11000 DATE: 5/1 1/1 3 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BOO-BEAM BY OTHERS SCALE: 1/4"- 1'-O" PL 1 3-04 (MAIN) SHEET: 1 of 1