Loading...
Plans (108) rt ,,s T).,C)f7—a 3 8 e � ............. � 17 ; c7/ s c, (SLru. ROSEBURG FRAMING SYSTEM'" PACIFlC LUMBER COPYRIGHT 2014 ,/ quality engineered w�dp(oalucta(orfodaysbuilder- M xw.r (' e�ocK� These le and the re-used are copyrighted under Federal Law byPacific Lumber ,7► _ i P 9 Company 2014. VI/?/0 A iii nraow The plans may not be re-used orcopl, In whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRI M" '° ,I An:�eewK Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other - =1�i:= p,q„ ` !III ANI TO PO TrAABO product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or G , copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include \� penalties of up to 420.000 per work Infringed,and 5100.000 per work Infringed willfully. IP ae, 4 RFPI-JOIsr ,,,,-,,,,.. CONTRACTOR NOTE5: P SIGN NOTES. . ri:,r.a 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �,,, ,a";';, ''�'°'""�+ 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI'BLOLKNG PANELS NTH BEARMG r1ALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 RT.s. STs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 12psf DEAD LOAD TN/5 f5 A PLACEMENT PLAN ONLY SLEEPWG AREAS: 3psf LIVE LOAD This layout Is to be used in con junction with 12DEADLOAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors 1200FL47A0.1N6: r---- Purchaser responsible for approving this 25p5f LIVE LOAD I I ayout prior to any construction. 1 7psf DEAD LOAD !PATIO 1 !PATIO! I R1 I - R1 I R1 JD g J> 1O-3' J71O-6' il. 13'-3' - - 13'-3' 10'-5" 10,-3• JJ '21 JD JD li A i J3 ® CONFORMS TO DESIGN CONCEPT Ja JO ❑ CONFORMS TO DESIGN CONCEPT WITH I Js J�l fl REVISIONS AS SHOWN 4) ❑ NON-CONFORMING REVISE AND RESUBMIT THIS is DRAWING HAS BEEN REVIEWED FDA GENERAL CONFORMAIR;E II Ja J,1 . - WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE Iqp f� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 J 1 JD J Y JI 1 n J:1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY . tiJ9 fy J3 1' R 1 OVER THIS SNIP DRAWING, By: Arnold R,Solomon J® I9 ! CT ENGINEERING INC Date:October 2B,2015 -� J9 1 Js ti I, JD I JO J9 I El CONFORMS TO DESIGN CONCEPT l4 v, JD J9 0 J9ki. 0 CONFORMS TO DE N a R 1 R 1 a OO I' O REVISIONS NOTED CONCEPT WITH J9 - iii :D 0 NON-CONFORMING-REVISE&RESUBMIT -- - -H-1----------� - — -$-------'---� ® JL. J15 (r�4 _ 6 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 T J9 J9 I' MAIN DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ry R R1 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _1 a J2 J2 a R 1 - DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE LL IT: PRIORITY OVER THIS SHOP DRAWING. le J2 J2 K By Jeremy Pfarr Date 10/16/15 ri J2 J2 MILBRANDT ARCHITECTS cr J2 J2 N- J2 J2 a 12 J2 a J2 J2 J2 J2 J2 J2 R1 R1 -J2 -12 J2 ... J2 J2 it J< J1 a IP- J1 START J1 J1 � FRAMING 1 -- .1-1--1/3 J�1 J1 ---ISTARTI \ j; PORCH PORCH J1CL FRAMING HERE / �,. J1 Ri 1 1 R 1 IMPORTANT. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-554 (MAIN) LEGEND: POLYGON POLYGONdeCy3410 t(NEW) Paci1Ii .iiiiiber Mrk* Materiel Width Depth Grade Qty Cut Lth Tot Lth HO—-HANGER GALLOUT ® JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 V SO -SUPPORTING POST R 1 OSB Rim 1 9 1/2 10 16 160 & TRUSS R 1 S S COMPANY ® -P05T LOAD ABOVE J1 RFPI-20 1 3/4 9 1/2 5 6 30 / V S J J2 RFPI-20 1 3/4 9 1/2 12 14 153 MAIN FLOOR JOIST LAYOUT • R -RIMBOARD J3 RFPI-20 1 3/4 5 1/2 16 34 544 SCALE: 1/4'-1'-0' 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J4 RFPI-20 1 3/4 5 1/2 _ 2 2 4 JB -JOIST BLOCKING J5 RFPI-20 1 3/4 5 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 34 10 A (HEM) J6 RFPI-20 1 3/4 5 1/2 1 22 22 CUSTOMER: POLYGON J -JOIST GALLOUT 51 RlgidLam LVL 1 3/4 5 1/2 1.5E 2 14 28 PLAN DATED: 10/2 1/15 B -BEAM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 10/2T/15 H1 ITH017550-or-ITT9.5 5 BBO-BEAM BY OTHERS _ FL 1 5—3 5 4 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 A PL15-354 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RMI 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 THIS AREA IT O.C. <START 1920.C.HERE 4 G RM1 24-00-00 1"x14"APA Rim Board 1 23 os-0B RM1 12-00-00 1"x 14"APA Rim Board 1 1 1 IRM1I 13 of O q� RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 41' TO I 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING o !A 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT LL BK1 s-00-0o 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL BM3 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 n CONFORMS TO DESIGN CONCEPT WITH BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o o o o o LL BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISION$AS SHOWN I BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM6 21-00-00 7 X 18 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM5 15-0D-00 3-1/2 xi 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 �M BMI3 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I IIJIJ1 ►i_OVER THIS SHOP DRAWING. O1BM21 I ( u ' ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 5 �I MI 0 �� p THO17140-2 36 CT ENGINEERING INC s-I^tib °° f Mr = �$ �� _ © HUFQ1.81/11 3 1x14 OSB RIM FOR SHEAR BLOCKING 28' 1BM11 1 -=�BM —=31 4a © TFL1714 1 ir QX CONFORMS TO DESIGN CONCEPT s . 1-1 CONFORMS TO DESIGN CONCEPT WITH I BKI=BLOCIQNG FLOOR LOADING REVISIONS NOTED I RM1=RIM BOARD 4015 LDL I coo Io! 15 DL ❑ NON-CONFORMING—REVISE&RESUBMIT = IBM31__� REFER TO STRUCTURAL PLAN FOR ADDITIONAL THIS SHOP NG HAS BEEN EWED FOR GENERAL NCE 2 LL WITH ICO C RESPONSIBILIIANFOR CONFORMANCEWITH DESIGN THE J B 1 LL - _ POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. FA O WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE S - g( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN PRIORITY OVER THIS SHOP DRAWING. f a aiI SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.By Jeremy Pfarr Date 10/16/15 m iLL141 LLi I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA I MILBRANDT ARCHITECTS BM- :Mg -f ss IIS 141111RM1 r I� 1 - - 4 o , r f u N��- :9 —e �— _ _ :M9J f� a I ( Q _ __ OR PLLIGIBIIJG �0 44 x'1.11 �_ 1// �l ___ DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacih umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 0 "0 v w m (9 0 'U i — •m ; z ; m prr a, 3O Otic ? w 0 Dy 0 co cm > om 0 o Z ZN= IN T.4• 39'411 a " - 1.. I_ 1° 01 4 ....a I I! � � � a4. a 9 m Cr -4, \ _I . , W (l) 0. - a \ w • • P 1_T Jam' 1INIL v_n c_ co m a. wN ? m Ie �) \ccmN m cn c 7:1 .th0 D1 mfu lig 0 q0St a v p-iA� a LL _..... ....> mmmuvizzmQCory 777 • „...... �i ADmn���Zm��D Fitt, -w �aZZ0 OOpC.O- al OvmY)Am?�mcZO a nxm��moo> _��o T 1 ani z<-nzwm z0—mmcFcOmp zCD m° aomAc 0. M10Mcz ),a C - C) z Cr naOrpn rnv -irp JO d ? OO�p a r I RoNV IIMc Q it3 n. --I c ■ • a y to 4'-0' El 0 1 1 4'-og 13-5" 1.. 38''10' ® CONFORMS TO DESIGN CONCEPT pX CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITH n3 REVISIONS NOTED ❑ NON-CONFORMING- REVISE AND RESUBMIT 0 c� ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .Q y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY p FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN OVER THIS SHOP DRAWING. N DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE -4 Ella m PRIORITY OVER THISSHOPDRAWING. By: Arnold R. Solomon Date: October 28, 2015 By Jeremy Pfarr Date 10/16/15 CT ENGINEERING INC MILBRANDT ARCHITECTS —E— ' —__.] I L , cg SANITARY SEWER Pacific 297.1 298.3 ---SD- STORM DRAIN Community 1 24.0' 16.0' yl 7-1 III--- WATER LINE r i r1 T x 1'-r , -:. i ,:: 4 12564 SW Main Street IMANHOLE Tigard,OR 97223 • l� ® CATCH BASIN m 503-941-9484 — DATE: 12/08/2016 — I I - _ (� 27.69' N 19.IT1 E —rsi�_ I - . STREET LIGHT REVISIONS — I N I� l 1 I — — - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION II I I EROSION CONTROL r__ _ STREET SECTION, SEE h I I , C.. I' CONSTRUCTION DOCUMENTS I /; -HR FIX 1 1 BUILDING: 3410AR � I1 RATED FS i I>d FF = 296.1 11 1-Hrt'FIRE I SETBACK SUMMARY i' d RATED EAVESWI 1 !,'0 128 1 d I I 127 3.00' 1 ,.0 3,600 SF iCr 129 ' I FRONT SETBACK: 12' 126 I i G I 4 I i i 130 SIDE SETBACK: 5' •I i F1, 0 I STREET SIDE SETBACK: 10' ' 1 T 3.00' ' REAR SETBACK: 15' I I�;' I I , I PORCH SETBACK: 8' 1 ' I �'j GARAGE I I I I GARAGE SETBACK: 20' I ' ill, Iy— IORCH I i - - -- 1 SIDEWALK - o o '� 1Ir- I ___ E -�- _ I ': _ I i _ I 6.00'_ 2o.o 'I - - ILOT COVERAGE- �-15. 3' J:IUE1- ---L-- — _ O , `��,� 40 1.1111K -0 ' - N, - "N -1.7- LOT AREA. 3,600 SF RIVER 0 -ell _ , ,,, 292.6 I ) lik 294.6 BUILDING FOOTPRINT: 1,443 SF TERRACE B _ ! \ " SS jI WATER'METER \S / I\ COVERED PORCH: 50 SF NORTHWEST UJ 1,-, ., S. N S 1 ss N SS ,0 CANTILEVER LIVING SPACE: 0 SF 3 SW SHADOW TRAIL STREET SANITARY LARITERAL 28.00' D 5r S► — SD _.... COVERED PATIO: 0 SF w ,! SD _ SD CN Nt � � i, M � / , i. j < \c\m� DECK AREA: 0 SF N. - �► ��� , �'w; _ LOT 128 o - :itikr„ -- TOTAL COVERAGE: 1,493 SF PLOT PLAN coo- �' I fAm J �\ STORM LATERAL \ x \ 41.5 % �, _ PLANT (1) STREET TREE. - - - - �-== - 1(1 I j 2" CAL. SKYCOLE 1 r---- • •--, ��` ! IMPERVIOUS AREA: 2,063 SF — l ___ \\` _ r= - HONEYLOCUST/ GLEDITSIA _ �; Q TRIACANTHOS INERMIS r� 1 1 _ I I -�� ;� I — — I �� — I — I —_— — — — I 1nl I I r - - , I I-II I 1 I�r=