Loading...
Plans (286)Illip"-- i• . __ ____ t 4V-4ff 4 4 I 44, 44 A .. • '?'" 4 1 _ : 4 I I , 1 1 1 4 r- -n MI Co 6'-O • 1 1 "Jetl.2111*11:,, •_ j„idespe0, 3 / . . 55 1,, 14005 TUINIMMINIIMMIIIIIIr__ • Iii ... 4aIIIIIINAIIIIIIIIJMIINMA .WIN/IIIIIHIEIIIIIIIIMIIIIIIIIIMNAIIIIIIIIIIIINIIIILIIIIIIIr1141MMIIIII=1191MMIIMIfIIIIIIIIIIV;-"Ar' (44 Ri ! /.././., ari 1 1 . •- ...4 , - -..m.,....--- 1 , , ,, , . •',/j. '''I ii ......, 1 444 Ai ..” FJ.. •' 1 ' 1 .• . ...., . A ------- 4.2/. . • s ' PIIIIIIILS4 ,_ 1 ., P 1 (2) [ 1 "T , .,--- —--- „ ,, 41. t :v.rilainuirr ..MI i I W1__!_i__ —',.. ,7"Z! MO = -hi r• Ai , 1 co .•I UP c ......0 ,1 —2.11•11W ... ____ 1.4 I ..et,..""M i ....‘ ; - NI•a.,.;111k i-,”:- ---,,,„;, ,. — .. ..4„.... t.rgliNI'NI_At AdiTr2:P:MC -7,-a lb` ;',VAC --%% % ;..., i -5411114040._______%_. 1 6 — . — ip „.7% -1r Z , . . 1 ---- , t .1•411 . .."71*• - - __ .•", ireive 1 ,., ,. -0__,1„,.1i A 1 ,Ii.: $ma a a-a , . , \ al As' ,, •trv-41111111111101i IIIIININiiiiiiiiNgiiiiiiiiii_ .4 Ili A .6. wir... 411, !mei __. _ ., _., _ - AelIhrio___ Co ,_,.... i.,..•__ ,.. 110011.11014.1M1114{POW —' —— '111116'' (4) ...:_l- .. 1N,, 1 z J 14 ("Q • i =...., 13 (5) Ilaa -0..._, - — = 1 11 11'14' tp 4 s ' m .,...1--‘ , * .. ra) _ . ------ ..... 4 — -- -----\ (2 P 1 ) , m (2) r , , , Xv i- 'rlfilifatiiiMilliimmummispini ..., _ ts.........-4-..., t ...... ,tt . t - lNItIlL.'W.1.r•o.Zo- t II ' r I t I 44* t t 2J ---.-.„. . , , 4 - - I 7 1 lsr niimmummisig— 1 Aik;it'allIllk.„ 1 1 Z2 (2) 1 .... • ........ _ - • ' (4) co i- .Mill'3111";1-11 (2) .- . i,:4 I MI" N••--••• 62 - ....- 2 lar A --------vw———— i __..„--- • . „4„. N. - ,.„,•• .._, _ •''z -- .-h.' lig • OD , 40.4"1,,,,1 i$.' 1 (3) __ • ta A , _____ , t...„ , - li . ......1 .• - __ •__-- E (2) -Fri 1 •.____.„............_ 73 JFW I r • 7:11 _ 1 \ i _________ i 13 ( ) if ....,,— , , .." 0 (5) , 4 44 1 II ..-2..ar 117'11 - at :441 .. t a r- 7ii,ANIF i --- *• ...............L...1.... .•116.,1' 1 . , ......r. % 1 i 1 isil"*.14,11V-K,) 4 '74430 ,,,,, . -- .„„._ _ ___._ _ . _ _ , - 1 IS tit - 4k\la' 44444444 12 (2) 1 , co: / ,,..* ........__....... .._,_... I, p (3) Inman= fi !V:2 I!,. t*' ;7, _ _ $.4,-.I•en a lel...". 11. Nom ______ MI -,7,—, ....._. -- •••10,,I, , .,MAPS 14411:' ' It In A a- - ME & . -T, ..,,, .,,„„, , ,A , Ist a . 2MM i -11 ----J.-1Z 1;1 N li. w . _..&......N.K..t.../..__ _.. li It • il. M-11, 1 IlliMill • 3- — ........_, % i Agt-d3 --— — , maimmouralavaaivassat..at •v v v ; ,,„ , 4..1 (5) .„-----c-, • - .. c',2 -4r,---1„,„ .--00,„; • , . +11•' . , „ ,11111211MI i ,rilii.. .._ ,,.....31ff..0,,,_ I, , aiup--r•v•'4_:--2.4., ___ ... ___ ,....,„ \ , • • i ---„, c4) b iir* - - - . „..4 po i 1116% t I a- IIVr . 111 1 . 4-g _______ 4,,, ,. .:„ _... _ ...... IL Att /Ali -"'"". ht Ammirepu HE 4=.14 i'44:' N N NJ NJ NJ i i Zvi 4 CIO alibi ' II-- , .,...,...„.....z.L. 1,1 i ____ a- r :131111111116-7W.1.111 --.I --.1 V ....1 •---J ; I RIR ARr---—— 4 _ l It= L 1 i - 1 00000 , i = tth - -C Mk, iF hi"&" • UJ UJ NJ NJ NJ . ' 4' armommormi.:auguirwa, o o LD LID LO 4 : i __ F - . ' .., _ , . , cr, • • .a• IE., , _., UJ UJ CU W UJ ..... 32 II 1 ! - I n. ----'- ril c..,.. , ; ,r, , 1 x col 0 N., W , , 4 i ...1111rmilltlIMIL-740111A V l0 •-.1 UJ ---.1 i 4111111/11E ,, 01/1/1011118EMIMMMIL.... .. _ 54 ._ I Cf, CO (4/) (r) (/1 1 Ailliaillt 1 t\> 1 1 ,-; '. !! . 1 ....a. f iw I c * * , - . ,..mr................., t,tt.„ t t .- t I r. c.r.... c... .... c... c.t. ct... „......, . -i --i ---1 -i -1 „s•;4344,214r 5 - - - --t ... 4 ! t 6-4" , 10f-10 1/2' 1 . ! 7 0 1/2 12 1" 6f-0" H H H H H UJ UJ UJ UJ NJ l' 1 UJ NJ i-, 0 LID ' 45%40 . , i.z.;Copyright Comma Trus Inc.2006 1 I BUILDER. ISSUE DA TEE ABOVE PLAN PROVIDED:OR TRUSS 1 i POLYGON N'W 05/22/17 PLACEMENT ONLY REFER TO . TRUSS CALCULATIONS AND — ENGINEERED STRUCTURAL 1111 '1 i PROJECT TITLE REVISION-1: DRAWINGS FOR ALL FURTHER '•• A ERT AREA 3 LOTS 29-33 DM INFORMATION BUILDING DESIGNER/ENGINEER OF RECORD Paoli ii-\, uimber 1,0LA, ORA WN EY REV1S+ON-2: RESPONSIBLE FOR AU,.NON•TRUSS TO'TRUSS CONNECTIONS.BUILDING FRENCH 6 FLEX WITH STEP I LAVi?ir'4114,3 - DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL . '* C OMPANY DEL/A.R Y I_0 CA YIDD SCALE REVISION-a: DESIGNS PRIOR'FO CONSTRUCTION & TRIJSS 2.4 ERT AREA 3 0.145"- 1' , .3 AU designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by -Pacific Lumber and Truss. — 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE - Q R T eAea11911eRl START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 0 — 0 0 •IBM2I jBM6 JBM6I fBM6 �BM6J ` �II : ,.." .• a— l9 , n — - ¢R K1 ° 1 0 o R'�-n =K, RM1 2M�1- '� z+ A �I IRM1I o WI s v K1e v= II IRM1I o _ o '� - .l :; �1 II _ �d" -�=SII- - 9 4 T a iia - 11�y II o -a-_� _It 'u_— "'1 Q • ,,-..-IIA:_..a_ _ —='- -=y1 t o 4 nn o o 0 o o o II-n r 1 �LL Eno'a�'. �. iii�� �I . 0 2 D-15® Y ' . =�II OIz-10 1s LL u°° m 0 12 J 1 �= LL LL LL LL LL LL Ilm I 4 H I. n nl 6 w r a in, 8 13 I-000 v ,..1 1 a�^aa�:a 1•111:aa1'�:ul•1: 3 I 4 I d ' 4. In.. .- . . Ill d i [5g e s a a w F05 o at F03 a -a F03 }}t I F03 I Y a meom° F03 t I 11 F03 Iq U <n F03 �� Y a I! F03 I 1.111. F03 N F03 Ie ,.. 1 `1_ Fns P06 ` II F13 • a el, • j V ><, F06 I F J1 11111,, �pl II F03 9 CRM1 co Co F03VII ' 'll `I I l�/! I III 6 1©6�1 ' � u 1 F04 0 E RM1I ml`g F04 - ff M 7. _® F04 .m I 1� RMI- I g ><" - I >8‹ le RM1F04 ¢" 4 EI112 ppp 4 q a 1 i n F04 l`r7 (: N ,„-may/ t I. F03I ate- 0 c�� n� O re z .Y '® atm \ I I F03 j F03 J o—��� F03 17 �II E II .9I11 E I �� ��12 n F03 s--® �II II° \moi a ® • IIIcC mwm F03 l� I F03 -I I ,i _IBM2I IBM2I_III IIS 1 1Ill IBM2I ;* F03 m 4 F03 I0 u F03 vi ®I F02 :,.1.1;,1 F02 RM1rI ) ,,. a a. Igo�Ig m F02 n n n F02 L ti n I F02 I Y. IIR YP-t = F02 F02 I 5QQ f¢ f F02 "2 F02 ) ° p u F02 5 i y M LL F02 I _ F02 imemam _ Ienene �Ip �l - � 113-0i 1X3-00 BM - �•M1 RM1 ' - �M24h 1I3-0� �RM1 I '1 M111 .1 H F01 2 __ 0 A-I ',A Et IRM1j IY -----pm if- _ te C2 pm 11 CJI F01 � H IRM1I IRM1I LC 0 I-qq I- I- I- U o re U 0 cc U o V V N O W O N O a) O cc LL cC LL ZLL IY. LL a 3 a a 3 a o 1- -6 _ O 1- 0 ID 0) CO CO io La W S Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM1 14-00-00 1-3/4 X 20 LVL 2 2 FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) ERT LOTS 29-33 I ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING: Pacifi umber BK1 12-00-00 1-3/4X20 LVL 1 3 BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 3 PL17-178 UPPER RM1=RIM BOARD 40 LL COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 5 TRUSS RMI 10-00-00 1-3/4 X 20 LVL 1 7 REFER TO STRUCTURAL PLAN FOR BM2 10-00-00 1-3/4 X 20 LVL 2 2 5/23/2017 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 8 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM21 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I t:-.....--- -... ... —II BM3 5-00-00 1-3/4 X20 LVL 1 1 ACCESSORIES QTY IIIbI� II/ `III BM4 5-00-00 1-3/4 X 20 LVL 2 20 I•— —`�•_._I BM2 4-00-00 1-3/4 X 20 LVL 1 4 [ FLOOR DESIGNED TO MEET OR EXCEED L/460 DEFLECTION CRITERIA I _�� RM1 4-00-00 1-3/4X20 LVL 1 3 0 1-111420 SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 76' BM6 4-00-00 1-3/4 X 20 LVL 2 2 DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4X20 LVL 1 20 HUC416 10 - _ Loosen, remove,cut or notch RM1 1-00-00 1-3l4X20LVL 1 s © SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. I p°. . ew PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM- ...1,4.n. re-. i quality engineered wood products for todav's builder" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. ,I� I� ��� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM'LV L RI GI DR I M E company,which retains copyrights to,and ownership of the plans.Use of these plans by any other '',' `III% PERowrovosrn TOVE. product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG foREsr PRooucTs ROSEBURG FOREST PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include i \\� penalties of up to 520,000 per work Infringed,and S100,000 per work infringed willfully. SII!! -OFPf Jolsr ° I�ti ir/ 110SEBURG ems-,PRODUCTS ii i CONTRACTOR NOTES: OEs/6N NOTES: °°wY°.." 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA9 "A,'"`"0�,'""'"'"'"""' DESIGNED TO MEET OR w".-.-.w.u"va,.,„«,� 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 2)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPisLotKIN6 PANELS MTH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 N.T.S. NT.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 2psf LIVE LOAD 1 SHEARWALLS 1 2psf DEAD LOAD 5LEEPfN6 AREAS: THIS 15 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD '' This layout is to be used in conjunction with 1 2psf DEAD LOAD '. Architectural/Structural plans.verify all II- 9-1/2 RFPI-20 S16"O.G. 9-1/2 RFPI-20®1 6"O.G. 1 9-1/2 RFPI-20®16"0.O. q-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 co 1 6"O.G. shear wall blocking placement and connectors, ROOFLOAO/N6: I START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE /// Purchaser responsible for approving this ayout prior to any construction. 25psf LIVE LOAD Rt \ 4 R1 p Cl START FRAMING HERE 1'ipsf DEAD LOAD f r�itl tl f L' 5 0 �R I ' y I 1 tl t' f �f t' i C 'J l f ,:61 l Y - l U mRt f t 1 l I 1 Rt 5 2 1 I �� ftt L �, • I ... __ R141 -5 .5 .3 .5 .3 .3 5 .3 .5� I 15 .3 .er .3 .3 .3 .S .5 .5 R1 . ll d4 R, 1 1 3 IL } flL N 9 1 HC¢9 1HPC ry V �� H • NL R1 Hot .1 T .1 . .T T 1 .1 11 .1 .1 .T .1 T .1 .1 .1 .T 1 T .i .i .T .1 -.I--- W R] 1 I J I Cu f 0 11.1 Z 111 2: 54 -- y/m p =Q xQ H ..E_,d 21 R1 Cl Rt R, R1 Rl ,. ' de .5 Cl R, ft1 a/ R, `1 t4. . - Rae - PC R2 R2 i A yRAT:tyb < e ;/ VVVR13r m 1. I HAt9 i I' ..L .y d J9 .. _.. 5 � 'b .b -- _ - ....:1.- . . R2 i3R n Tri`' IP-ii 9 • I .3 �Ha el }�9 .X E7 R.S 51 .5 B 145.,5 .5 .5 .5 .5 51 -5E5 11.5 51 .5 .5 .5 v-. .95 i ..:_-_::,_,-,5,1= : -.:c- 5 I g i ® I en 'I -- 4 Rl IM 54 J O J o f I3 IL L JL I. . I 11 Ri• _ _ I • ;6r _ I RF -. . o �-.. 1 Br z _z .. ' . a= s ' IO J O J10 5 P IL u welo 1 , I " ®. I RI t HG<2 -10 1 a 1La _== mr ... ds w .® I vz 55 I ,s,2 d 2 PL 1"1-1 78(MAIN) ERT AREA 5 LOT529-55 POLYGON FRENCH REVIVAL 5-FLEX E-6(D)0-6(2) Mrk• Material Width Depth &rade Qty Gut Lth Tot Lth R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 30 20 160 R2 055 Rim 1 9 1/2 5 16 BO 512R1 BIG BEAM 5 1/2 11 7/5 2.,E 4 16 64 IMPORTANT! 517R2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Pb-2400 2 14 28 REFERENCE INSTALLATION HDR3 Cascade GI_24F-V4 3 1/2 10 1/2 Fb-2400 9 12 108 B, RigidLam LVL 1 3/4 9 1/2 1.5E 34 12 GUIDE FOR ALL FRAMING 52 RlgidLam LVL 1 3/4 9 1/2 1.5E 4 ' 2 B DETAILS AND 1-JOIST INFORMATION 53 RigldLam LVL 1 3/4 9 1/2 1.5E 5 10 50 54 BIG BEAM 3 1/2 9 1/2 2.,E 4 6 24 55 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 Bb BIGBEAM 3 1/2 9 1/2 2.1E 1 4 25 LEGEND. B1 BIG BEAM BS BIG BEAM 3 1/2 9 1/2 3 1/2 9 1/2 2.1E 22 14 308 2.1E 2 10 32 MAIN FLOOR JOIST LAYOUT P acifi umber /� B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 SCALE: 1/4"- 1'-O" ( H }--HANGER GALLOUT 510 BL BEAM 3 1/2 9 1/2 I.2.1E 2 B 16 �/ J51 BLKG 1.15 LVL 3/4 9 1/2 1.5E 118 3 354 ® -SUPPORTING POST 21 RFPI-20 3/4 9 1/2 9 15 162 C O M P A N Y ® J2 RFPI-20 3/4 9 1/2 11 8 88 & T R U S S -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 30 14 504 R -RIMBOARD 24 RFPI-20 3/4 9 1/2 2 10 20 J5 RFPI-20 3/4 9 1/2 2 16 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING 26 RFPI-20 3/4 9 1/2 14 28 392 27 RFPI-20 3/4 9 1/2 26 26 616 PLAN: FRENCH REVIVAL 5-FLEX E-b(D)K-6(D) LOTS 29-33 JB -JOIST BLOCKING JB RFPI-20 3/4 9 1/2 6 4 24 J -JOIST GALLOUT 29 RFPI-20 3/4 9 1/2 5 12 60 CUSTOMER: POLYGON J10 RFPI-20 3/4 9 1/2 6 6 36 PLAN DATED: 5/12/17 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMIL HENDERSON DATE: 5/23/17 NOR -HEADER(BEAM BELOW JOIST) H1 THO 11 COO-Or-ITT9.5 42 HBO-BEAM BY OTHERS H2 HUC01.01/9 4 H3 HU410 11 - 8 (MAIN) SHEET: 1 of 2