Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (28)
mac. S 7--)-di -tOct 1� 72.-� �t 4,n; , PACIFIC ROSEBURG FRAMING SYSTEM'" -.,�y." quality engineered wood products for today's builder'- 5,72i,71:5=== `"` ' ""� °xg1M II These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. ,I/ The pians may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �;, J(�%,r° ��� company,wnicn retains copyrights to,and ownership of the plans.use of these plans by any other '�+!s ii, RY fl c.y RIGIDLAM-LVL RIGIDRIM' p°"^^ aouv aiocK nu 11 ,I11� m w" III - product supplier other than Pacific Lumber Company Is strictly prohblted.Unauthorized use or i ty ' - - ` aeco�TO PoaT..ay.,a copying of these plans infringes rights under the Copyright Act.Infringes face liabilities that Include vosesuae soe[sr aeonaers aogeraro ipetsrn¢ooaprs \\� k. penalties of up to 520000 per work Infringed,and$100,000 per work Infringed wlllfully. _4 # i �/I zs`' aYl5 k; 1 ?,'�1 ,..,_ 'li C"sRFPI JOIST i/ IM`oa �, erg � �i IIIA X49 a � ¢ 9� 4'r,.2j,, ecseauxrroaesrsxoaucra "-t.,. I� xh,J;,,a f .- 1 CONTRACTOR NOTBS: DEB/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .�' 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR `"`�°"'-iF`F° "'" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD a=I'I 3LocI:INGPaNeL3 cora eeAIxlesrvuLABOVE rosr LOAD TRANSFER DETAIL3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 /.1 T5. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEP/N6AREAS: 3OpCf LIVE LOAD 1 2pSf DEAD LOAD ROOFLOAD/N6: 25pef LIVE LOAD 1 Tpsf DEAD LOAD r 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 BLOCK NG PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS RED'D. AS REQ'D. WHERE PLATE NAILING AT R1 R1 SHEARWALL ABOVE /R1 Si r v i R1 \,, EXCEEDS ONE ROW, 1 51 J9 I _ — 51 R ill J' PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL <. ----__ --.. J6..-. ...... ---' _.-_.-, ,]b =- -•--- AS RED'D. L. -: -___ _._... Le _ In I- ,-➢n Iy�7 I _.. „x, oJ6 PL 13-252(MAIN) J6 1 -_ J6 POLYGON 2610 A _ 0 t J -- -- —1 -Ws _-____ Mrk• Material Width Depth &rade Qty Gut Lth Tot Lth -. — --' U U `._J' -_-- _--__- - Si OSB Rim 4 1/2 T 16 112 -- - -- -- J1 RFPI-20 5/4 9 1/2 1 10 4 J2 RFPI-20 3/4 4 1/2 2 2 4 ----- --- - -�¢y--.._ V. I J3 RF PI-20 3/4 9 1/2 1 8 8 R1 x R1 O O 51 1/2 15-- - :.-` J5 RFPI-20 3/4 9 1/2 1 28 28 m IF J6 RFPI-20 3/4 9 1/2 15 25 390 -_ - -- -J6 - ® ® --- J6 ----- ----- - RigIALam LVL 3/4 9 1/2 1.5E 1 15 15 -------7O O 52 Ri iciLam LVL 3/4 9 I`- _-- J6-- _- __ 9 1/2 1.5E 1 3 28 -- JESii - _---- -- ry N ---- ---- -- J 1 --- JB1 BLKG RFPI-20 3/4 4 1/2 20 3 60 WHERE PLATE NAILING AT x _ -- ------6—-- ----- Fc Accessories SHEARWALL ABOVE K K 14'_D ------- _7.2 H1 ITHO1 T95O-or-ITT9.5 4 EXCEEDS ONE ROW. '>.- _.__ _-- �s16..,- _ - --_--- r1 " —_ .-.Q PROVIDE ADD'L BLOCKING - 12'O • • 14-0 N i -=J6 OR WIDER RIM MATERIAL �... -. - J6 - - _ -- - AS RED'D. is- a- '.I, J6 -- — J ' --_ - 51 J31 -� ' _. J 1------- ------------ -Si Je 1 PORCH i 1 PORGH JE�1 --------8-1---------------------------------- --_________ — I I R1 r— I II 1 IMPORTANT/ JH J IR 1 R t, J1 I, REFERENCE INSTALLATION R t START START R t GUIDE FOR ALL FRAMING FRAMING FRAMING WHERE PLATE NAILING AT DETAILS AND I-.101ST INFORMATION v WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE HERE HERE N EXCEEDS ONE ROW, in LEGEND= EXCEEDS ONE ROW, f LPROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL Pack umber OR WIDER RIM MATERIAL AS REQ'D. H =HANGER GALLOUT AS REQ'D. 1 ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEFT R -RIMBOARD CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO.OREGON 9T055 (503)858-9663 LB -LVL BLOCKING ® REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER, 26 10 A .15 -JOIST BLOCKING el c«,ram-re cum mr.arr I] NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON ✓ -JOIST GALLOUT 0 urvn�o„µi„oao'"�mvco".me TH.- _ - - .c� B =BEAM(FLUSH w/JOIST) p„ .i £ PLAN DATED: 9/25/15 NOR -HEADER(BEAM BELOWJOIST) MAIN FLOOR JOIST LAYOUT _ , ,„,., D;,,,.,.., I ;,a,.,,,w ,7. _, ,, EWP DESIbNER:KAM/BCLWOOP DATE, 11/29/19 BBO-BEAM BY OTHERS SCALE:1/4"-1'-O" b.,..�TR EE r" HI 9n'^S- 6" EN F.NE `"° ' °"4 °mIt BRAND+ ARCHITECTS CT ENGINEERING INC FL 25 2 (MAIN) SHEET, 1 of 1 ❑ CONFORMS TO DESIGN CONCEPT POLYGON Z CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H ElNON-CONFORMING - REVISE AND RESUBMIT D CONFORMS TO DESIGN CONCEPT I r—i CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONF ,' ,NCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TH: FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE I H THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE P'IORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 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: Septemb; 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RMI 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 7 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 B �1 6 F10 ° BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �v ��' ° " ° a 11 I Flo ° d BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 co, BM19 If 1:� 1". IV ° - •�® ® .I 9 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i � 1 �� F07 BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IR'` l F07 I- BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I. Fo7 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 19-05-00 co . BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I ire: F07 I1 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 6 FCS ob f I n 0 F07 I B M 10 26-00-00 7 X 14 BIG BEAM 1 1 J W < Z I 1B m31 BK1=BLOCKING s� RM1=RIM BOARD > e 5 Q Z I jBM4 ACCESSORIES QTY wawI- ° °�1 0 THO171402 43 ( o�� . ..1 b o � © HUCQ1.81/11 6 1x14 OSB RIM FOR SHEAR BLOCKING 28' JI Q OZ w I m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN D- ° 1 z a >Q � Fes` * I� HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F04 . LU w i w `' min = - FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I-- w0 � Q U ��—( �: :� ] ° FLOOR LOADING °- w 0 W `I. 2 F03 40 LL w w Y E:. .N, . . 15 DL 0 WOO C� I CCI _i LLJ F03 e; 1 3 I o * a « co II 1 II SI.,l r. f Q Im JOIST WITH RIM IbL=L'ANJ W L. Ii ° F11 ® jillilkh, Eli .111-a ■..I{ C I:� ° ° m= .:,�� �«I < II F11 f12 ,. Pacifi umber 116 \ F01 II ---BM9 1c � ,,, ,kxm44 �`4O3 ,.eh;: a —_,jEt & TRUSS ' COMPANY RM1 nCONFORMS TO DESIGN CONCEPT POLYGON I 1 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A Z CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN X❑ CONFORMS TO DESIGN CONCEPT PL13-251 UP H C NON-CONFORMIN - REVISE AND RESUBMIT El CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN 'EVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ON AND DOES NOT RELIEVE THE ❑ NON-CONFORMING—REVISE&RESUBMIT Products FABRICATORJVENDOR OF RESPO °IBILITY FOR CONFORMANCE IVITH THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty DESIGN DRAWINGS AND SPECIE IATIONS ALL OF WHICH HAVE PRIORITY WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OVER THIS SHOP DRAWING. CI TRACTOR SHALL VERIFY ALL DIMENSIONS. 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 PRIORIITYNGS0 ERTHISSHOPNDSAAWI GPPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERI iG INC By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RMI 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 F _B1 1-07-03 �1 ° UI BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 alit— 00;.,t. ABK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,—,...........w....31101[011111111101:111111111('"....111111 Li) — : ' 111 ,_ ,_i BM19!! m BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 3 I3 I 11 „ _ F28 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II--5 i° » BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -! _ I I OS I BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 wI P 19-0540 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I I, / a. n p ° . F „ ' El ' I , BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 H —' BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 I B -o.3 o o z BM10 26-00-00 7 X 14 BIG BEAM 1 1 BM3 . 4 ° s r r . 0 0 0__I Lij O BK1=BLOCKING BM4 - Q z RM1=RIM BOARD � . O W 2 ACCESSORIES QTY Ili ° . 1 ° •. WWWI— I I = D ~ Q I 1 cn Q W AD THO17140 2 43 II „ I— O © HUCQ1.81/11 6 1 III = ;,4 Z WW1x14 OSB RIM FOR SHEAR BLOCKING 28' mI Q O OSHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 ° ° I~0�2 ° Z 0I F04 I� W W W HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ___BM3 + .. ° °B < .6 O J FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA L._ ° » , » € t W W Z Lu FLOOR LOADING II V � W0 4OLL » U 1� .� II 2 + W � O � 15DL I ° 1 ° a Toc09 - i 3 11 19-03-12 J2 + 02 I N • i 2 _ mi' i I—_'-01 + I w JOIST WITH RIM D O Y° z p — _ Pacifi . umber a. 11 F 4 -- BM9ii ql a I- -, � � �_ & TRUSS RM1 � COMPANY