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Plans (54) Is-722 5Aj fairs Oo. 5 9 �, yr ---7_ _ ,� { / _, /, SS LEGEND: / Pacific / SANITARY SEWER N\C SD STORM DRAIN Con1t11ul7ity �� 31 / / Design I —__ / / �� I__ w WATER LINE i2sbaswMain Street 489.2 485.8 / OO • MANHOLE Tigard,OR 97223 83.5' / 1 �� i • CATCH BASIN RJ 503 941-9484 _ff :��C'�i,'���r .-_. I__' ,!/ _ DATE; 12/11/2015 / A. ?) STREET LIGHT REVISIONS 14.68' �/ '; � .9 \, � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 17.91' EROSION CONTROL -1 '-\— _ _ _1 _s _ t 27.91'_ fi 6.00' t . . a I I i Icc, / / / PuE i / . PUE +, < 1 32 I r 1 / - SETBACK SUMMARY ��- i F 5.00' 6,897 SF i+ / ,\°f l ///.4.-- / ] I` 11 JJ FRONT SETBACK: 20' ri BUILDING: 5A-DL rI a / Pc' t` 1 rz a / SIDE SETBACK: 5' I[ 11-----------„48$ FF=498.8 il �r / l� STREET SIDE SETBACK: 15' li o BFF=489.8 I I 2 rf REAR SETBACK: 15' //I 33 Io , I l'• ji 1 ° 3 < i I I I I /, .,^ I _ / 1 I: ;' i .. 0 , I I GARAGE I I ,i \ I 4 E i I 1-492 490-II i -111 -220.36'`1 j I J� i, II I I — -1-----:----- r-=-492 I << , F r L 1494,E ' L �1PORCHI�--- --494 ( n1 `' :. ' LOT COVERAGE: • 496 I I .- , .- �tiil ' °'.I 3 I / 7� k. I t CV 498— _r - - ► c +�I 1 \ tir I N /` ! 6.00' a Alt ° , 5,) I ( i LOT AREA: 6,897 SF /' \27.09' PUE •..~'vatre0 1 =� POLYGON AT o 25.09' -.No _ / \` 22.30' .� ,, �� ` 1 BUILDING FOOTPRINT: 1,814 SF �� „ c 1 01,, ,-\ BULL N — — — — — v� ' ' w m / PLANT (3) STREET w i i ' \\� �. _�IS%„ Ail 494.6TREE: 2"CAL. COVERED PORCH: 52 SF w ��► �.. - , / GOLDENRAIN TREE / ` MOUNTAIN N 1/ AVAiiO Ar�+ / / 1,f ros SII% / ���i�� `>t% >, t5, KOELREUTERIA ®,� c> CANTILEVER LIVING SPACE: 32 SF a 3 i 497.0 �I / ° I' /� .� `1«�i�� �I. n / PANICULATA M -ice -�.�� 496.2 / COVERED PATIO: 0 SF o �� VISION CLEARANCE TRIANGLE -� t� h� M � � 1 h / M M DECK AREA: 225 SF a STORM LATERAL WATER METER . / LOT 32 SIDEWALK WEEP THRU CURB II TOTAL COVERAGE: 2,123 SF PLOT PLAN TRACT G PLANT(1) STREET Si ,CO SANITARY LATERAL TREE: 2"CAL. , 30.8 % s �`� S. ss , ss KATSURA TREE / * ;4 i I \ I SW THAMES COURT CERCIDIPHYLLUM I // IMPERVIOUS AREA: 2,742 SF 0 \l • JAPONICA ° }j f ir /1_____---; .=it 7/ - � /////u1-177///// _. . o CITY C-r. T I ARD E, POLYGON NORTHWEST (503) 221 -1920 Approll , Planning C] PROJECT NO.: 395-031 2S1 W8 ^ a. � iM' I_ TYPE; CONSTRUCTION LOT 32 (R-4.5, LARGE) Vlrl �o zo SCALE REVIEWED BY: PRE Iniis� 5: Lo 0 POLYGON AT BULL MOUNTAIN Z 15172 SW THAMES COURT 1INCH=20 FEET POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS PL15-342 UPPER 10/13/2015 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE T PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 votiF a-- , ---,i„f—•.r- . < •• :-eibi= .0-, , -, =-0—w•--� RM1 40-00-00 1"x 14"APA Rim Board 1 1 ®- f ® ®' i RM1 RM1 39 00-00 1"x 14"APA Rim Board 1 1 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 RM1 4-00-00 1"x 14"APA Rim Board 1 3 ,o - - - N N N N ,N BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 ,_ LL LI- LL U- E U- °LL a- 1111 . BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"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 0 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® 6fr�. ®®_.® ss ( ,1 _ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A ill BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 LLIA0 i BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 J® BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .°.-- a .�<BM 1 .1m ! BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 ��� ) '� ; BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 5.. . 11 I LL LL ''LL LL ' BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 g Nip = co �� s m1LL ii BM11 4-00-00 B602 1 1 I + FLOOR I OADINC 0 BK1=BLOCKING 40 LL r i' 11 --- - RMS=RIM BOARD Q iBMSi _ �B RIM•: °�° 15 DL II_iiij, ' ° ;. HI.! 04.3Ir iwirAid !E- III O© TF3 ` - 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Q CONFORMS TO DESIGN CONCEPT r N- N r ^ _1 r r n REFER TO STRUCTURAL PLAN FOR ADDITIONAL LL LL o LL LL LL LL LL LL o LL - POST TRANSFER BLOCKING ❑ CONFORMS TO DESIGN CONCEPT WITH AND SHEAR BLOCKING REQUIREMENTS. REVISIONS AS SHOWN tr I ❑ NON-CONFORMING-REVISE AND RESUBMIT II I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I I �. IFLOOR DESIGNED TO MEET OR EXCEED L/450 DEFLECTION CRITERIAI THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE I FABRICA'ORJAE.NOOR OF RESPONSIBILITY FOR CONFORMNJCE WITH THE �€ I° _ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BK1f i A; II OVER THIS SHOP DRAWING. Ivy.-.Mm- ] i ^---,y- -e- - - a .a- �l�- \ II IBM 1 By:MRP Date 10/13/2015 —. 1RMij.L_ —Wi=n— s� CT ENGINEERING INC µ—--- IMil JOIST WITH RIM X❑CONFORMS TO DESIGN CONCEPT ❑CONFORMS TO DESIGN CONCEPT WITH SHEET 3 OF 3 REVISIONS NOTED Pae umber ❑NON-CONFORMING-REVISE&RESUBMIT THIS SHOE DRAWING HAS BEEN REVIEWED FOR GE:IENAL CONFORKNNCE (24x36 SHEET) SCALE: 1/4" = 1'-0" & TRUSS WrH Desk,: ORNCEPT ONSI AND DOES NOT RELIEVE THE COMPANY DRAWINGS VENDOR GF RESAND APPLICABLEC FOR CODES AE WIHI DESIGN DRISRITY.R ETHIS D OPO AND CODES.ALL GE WHICH EASE PRIVRITY iTJ'cR THIS SHOP DRAYIING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS ROSEBURG FRAMING SYSTEM" �. �a,.••r--. t PACIFIC LUMBER COPYRIGHT 2015 _r � quality engineered wood products for fodav's builder- ^� N K• These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. roeoDi oMl"soy. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber . ,�N �'I� ,, RIGIDLAM LVL RIGID RIM .� I ,ABS+ Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,,..,...' Nsreu.souus.. oc.M product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROYEBURO I-0,S7 0001,-,IS Lo5Eliuce FO0Fsr PiTOMIws /C, I°.-"t, IIIE .me p r ";;It' copying of these plans Infringes rights under the Copyright Act.Infringes face liabilities that Include Denaltles of up to s20,000 per work Infringed,and s 100,000 per worK infringed willfully. �� �IN4 �� ro.obTeeDeRFPfJolsr a // I ROSEBURG FOREST PROW= �., � . , CONTRACTOR NOTES: 5: ,.,,,.,,. 1)VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA .......es ^� �x•»rs l MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN ,XGEED THE LIVE LOAD ESIGNED TO MEET OR M.^ (UNLESS NOTED OTHERWISE IS SCALE: 1/4.- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN mEFLECTION CRITERIA RFFIBLOLKN6 PANELS MTN BEARING NULL ABOVE POST LOAD TRANSFER DETAIL .FL/480 (UNLESS NOTED OTHERWISE) N.T5. NTS. 4)USE CAUTION WHEN GUTTING - FOR PLUMBING -OpSf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARNIALLS (DOUBLE)1 1-7/3 RFPI-20 0 1 9.2'O.G. (DOUBLE) 1 1-1/8 RFPI-20 0 1‘11.2*0.C. - - , • f� vj SEE SHEATHING NAILING ATTACHMENT NOTE!!!!! SEE SHEATHING NAILING ATTACHMENT NOTEI!!!I ayout i APLACEMENT PLAN ONLY oOpsf LIVE LOAD •7 This layout is to be used in con junction with 1 2p5f DEAD LOAD _....--------...„- START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors - FRAMING FRAMING Purchaser responsible for approving this Spsf LIVE LOAD /HERE HERE ayout prior to any construction. 1 sf DEAD LOAD ----83 R 1 .. .. .R 1 .. .. .. --a---a— ---RF iit---- 83' � __..._�--- ,a--r- ----m _ JBL 1 -.1 ,N,. 1 I a ,/ -- 1 1 E CONFORMS TO DESIGN CONCEPT I' Ji J1 J1 .4 ..I JI R1 R1 �1 J1 11 J1 J1 Jh R 1 3 J3 JJ) J1 J1 J1 .11 -11 .. JE-1 1 ..PI 1 J 1 .11 J,1 � 0 CONFORMS TO DESIGN CONCEPT WITH • hREVISIONS AS SHOWN .13 J3 J3 J3 J3 Jp -$ 5 1 JB1) J5 J5 J5 J5 J5 J5 J5 J3 ❑ NONCONFORMING-REVISE AND RESUBMIT ,. 3 J3 J3 .. .3 J8 _ _ J3 J3 J3 J3 J3 J3 J3 J9 R 1 108 5101 SMACK s Ba 1.`VIERO rn BBaw w010. P� B1 V 11 '1 VIM Irl BMA Mal,OILS AIA 00;6101 RLIEVE i4 1 Bg11,00,FYD'.a 01115 5BIL["r 1p 0.11100.4 RITA M J •�CR J#T �{3 J $ J3 J3 J3 J3 J3 J3 - J3 J3 ana 01.105 NO srN nanaB.u,Or alta WA MOW, - J .116 J y Jf J$ J - 1B J3 J5 J3 J3 J3 J3 J5 JS J5 '' X 118 Lel UMW .' .. • K MRP wt.10/13/2015 - CT ENGINEERING INC i 1 m ' Ra es M, ' . ; ©CONFORMS TO DESIGN CONCEPT I I E CONFORMS TO DESIGN CONCEPT W1111 ii REVISIONS NOTED R1 BOCE t g I 1512 RI jj _ I Ill w 'u 1 At u. "--- - 1 !B 1 _._. - fll'4 Q, Q; �, dBM - COPES, I a NNcx wvr NON-CONFORMING REVISE RESUBMIT AA MIS r01 THE __ I J 1 • ,I 'r -. _.. - I I__.-..- :' Q f II. m van rwE wMssxov o.A ABSo.11.104s/EN000 Of ,c BIT,FDA <i' NS. Lu Be B Jeremy Karr Date 10/16/15 I MILRRAHOT ARCHITECTS I I I V I a I II I `l R1 R1 \\ ..14 .4 4 • 44 J4 J2 J2 J2 I• 42 2 2 ..2 ..2 1 411- -2• . ,i I A \ • a d tel I a L ISR t A I I 1 ` I y f 1)11 I PORCH 1 R1 1� I PORCH IMPORTANT.! I I I REFERENCE INSTALLATION I_ — — J GUIDE FOR ALL FRAMING I 1 1-1/8 RFPI-20 51 19.2"O.G. 11-1/5 RFPI-2O 0 1 9.2"0.0. DETAILS AND I-JOIST INFORMATION LEGEND: PL 15-342(Main) DOUBLE I-JOIST CONNECTION 5PEC5 ; umber /� POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS Filler blocking is not structurally required provided both ( H)—-HANGER CALLOUT Mrk R Materiel width Depth Grade city cut Lth Tot Lth I-Joists are continuously laterally supported by ��JJ R1 05B Rim 1 11 7/e 8 16 128 connection to the sheathing at the top flange.In ® -SUPPORTING POST B 1 RigidLem LVL 1 5/4 11 1/6 1.5E 2 4 a / addition,the Joint in the sheathing shall be positioned & TRUSS C O M P A N Y B2 RlgidLam LVL 1 3/4 1 1 -V 3 1.5E 1 6 6 over the center one of the two top flanges to assure ® -POST LOAD ABOVE B3 RidiaLam LVL 1 3/4 11 1/3 1.5E 1 22 , 22 shear transfer between sheathing panels. R -RIMBOARD J31 BLKG 1.75 LVL 1 3/4 11 1/8 1.5E 30 3 90 / - 10515 SYN ALLEN BLVD BEAVERTON,OREGON 51005 (503)558-9603 -82 BLKG RFPI-20 1 3/4 11 7/8 15 3 45 ilonge X10 LB -LVL BLOCKING J1 RFPI-20 1 3/4 11 7/3 14 18 252 '� w - y-sEr astir 5101 31,r PLAN DESCRIPTION/NUMBER: SA BASEMENT WITH JOISTS JB -JOIST BLOCKING J2 RFPI-20 1 9/4 11 7/8 6 28 160 .B B1,. ,.'° 1. N- a. s a, w an at. 101 rr CUSTOMER: POLYGON JO RFPI-20 1 3/4 11 7/8 34 22 748 J -JOIST CALLOUT .14 RFPI-20 1 3/4 11 7/8 6 24 144 OWL I-JOIST r1ITHOUT FILLER CONSTRUCTION BB. z tr r tr z Mr it Br 0 Sn PLAN DATED: 10/8/1 5 B -SEAM(FLUSH w/JOIST) .15 RFPI-20 1 3/4 11 7/8 , 3 4 12NTS .1m 1 tr r 1r r ar r Br r Br ,- DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories 550-BEAM BY OTHERS H1 [MIT 11.33-or-ITT11.88 5 PL 1 5—3 4 2 MAIN SHEET:2 Of 3 - _: -,..�. PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM " qualify engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. �' /I/II �I' The plans may not be re-used or copied.in whole or part.without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM- 11 E Company,which retains copyrights to.end ownership of the plans.Use of these plans by any other ,Ir, / - )III Be�on TO rosr.i.ocas product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or / , ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS �,ACKs copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include i \\� / un penalties of up to s20,000 per work infringed,and 5100,000 per work infringed willfully. .I/►� �II1„ 40P RFP) JoIST i'1 �II� / ROSEIMIPG/JRe S I PRODUCTS �. R' I. CONTRACTOR NOTES: PE5/6N NOTES: '°"'-°" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS :5;:::"."1"m 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPPieLOCKNG PANELS ruTH BEARING MULL ABOVE POST LOAD TRANSFER DETAIL BALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 NTs. N.T.S.l 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 4Opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEESTART START TH/5(5APLACEMENTPLANONLY 50psf LIVE This layout is to be used in conjunction with 12psf LIVE LOAD 9-1/2 RFP)-20® 16"0.0. FRAMING FRAMING 9-1/2 RFPI-20 5 16"0.0. 2psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOF LOADING: PATIO II PATIO responsible for approving this 25psf LIVE LOAD I \ PATIO I ayout prior to any construction. 1 1psf DEAD LOAD I 1JR 1. ,_,— . �l�i=lMl=l�irlrl�l�l=l=l=l... .. P,1 �I ------- s e v ,P,-f--e, - g r r 7 u • 1 1 1 /• R1I J1 J'1 J1 J'I J.. 1 j 1,111,11 R1 R1 4J4J, J4J4.4.14 J4-' 4-A-'4 J11 J1 J1 .1 .1 .,1 J1 .1 .1 .1-1 .1 -1 .1 .1 .1 R1 21 PI 1111 . 1111 ,1.1101111111 . , A i , , „ f. a 3 r. 3 :. . :4110 : I = / \ I o `\ 2'-3 1/8 2'-3 1/5' \ • / , 0 •1 I 1 PORCH I — i- PORCH 1 WPORTANR_ II REFERENCE INSTALLATION L I , ._ L GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION �L�EGEND: PL 1 5-342 (Basement Floor) (H -.HANGER GALLOUT HOLYGON PLAN OPTION:5A BASEMENT WITH JOISTS Paci1i ..uiiiber \® Material Width Depth Grade Qty Gut Lth Tot Lth -SUPPORTING POST J 1 RFP)-20 1 3/4 9 1/2 1 5 20 300 & TRUSS C O M P A NY ® -POST LOAD ABOVE J2 RFP)-20 1 3/4 9 1/2 2 10 20 ..RIMBOARD J3 RFP)-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J4 RFP)-20 1 3/4 9 1/213 22 236 LB -LVL BLOCKING R 1 OSB Rim 1 9 1/2 ' 4 16 64 SCALE: 1/4.- 1'-O' PLAN DESCRIPTION/NUMBER: SA BASEMENT WITH JOISTS JB -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 24 3 12 CUSTOMER: POLYGON J -JOIST GALLOUT J52 BLKG RFPI-20 1 3/4 9 1/2 1 1 3 5 1 PLAN DATED: 10/8/15 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMI L.HENDERSON DATE: 10/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) H 1 ITHO 1 T 950-or-ITT9.5 4 550-BEAM BY OTHERS PL 1 5-342 BASEMENT FLOOR SHEET: 1 of 3 POLYGON PLAN OPTION:SA BASEMENT WITH JOISTS PL15-342 UPPER 14" OPEN WEB JOIST @ 19.2"O.C. 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Q START FRAMING HERE > Products I� RM1I PIotID Length Product Plies Net Qty d=v--c.--0--si=n– tr -ms- : -®=s =-0 -- --r.,=.-=1--- RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 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 RM1 4-00-00 1"x 14"APA Rim Board 1 3 � LL LL 'ILL LI 2 2 LL LL 2 TO 2 2 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LI) LO 0 0 0 0 LO BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL 'LL 'LL LL LL LL U. LL LL BM7 21-00-00 5 1/2"x 12"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 0 o BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,, $_ +M` s __ if_ ,�r,� Al BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 `I BMs aal BMAI BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BOMI -. ——__ BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 LLH IB 11 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �__.,,-...,*--_-0.-_-_-g------4,--1----- (1• BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 v `* Tr v I� o i FG1 -� t-0o-oo BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 il. 'LL LL LL ;LL E �: L'=.2 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 m cL_ 0 0 0 A lir.:1"' 2 o o � BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1 �' BM11 4-00-00 BBO2 1 1 ne i o. I K1 BMSI FLOOR LOADING v _ BAN=BLOCKING 40 LL RM1=RIM BOARD 15 DL ❑X CONFORMS TO DESIGN CONCEPT c f ACCESSORIES QT D CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 TH017140-2 16 ❑ NON-CONFORMING–REVISE&RESUBMIT © TFL1714 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (. 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE 1li a o 0 LL 0 PRIORITY OVER THIS SHOP DRAWING. M M c,) th co M O I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I By Jeremy Pfarr Date 10/16/15 LL LL LL LL LL LL LL I r r 8 r N- IN- O N- O Ir 8 O I ,LL LL LL LL LL ILL LL LL LL LL LL -.LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL M I L B R A N D T ARCHITECTS I POST TRANSFER BLOCKING I" AND SHEAR BLOCKING REQUIREMENTS. I II 1-- I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I SIIlop M 'FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA' ri CONFORMS TO DESIGN CONCEPT RM1 Jail _ m El CONFORMS TO DESIGN CONCEPT WITH 12 =,,*,-ma 'A -! 0.= 4 -sY I M7 II _ 1 '--..........'1 REVISIONS AS SHOWN _„�_,--I M a—tea_ =t__a_�_s_Mils__111__ _a_ __a_ a_+ Ei NON-CONFORMING-REVISE AND RESUBMIT JOIST WITH RIM THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I I FABRICATOR!VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY OVER THIS SHOP DRAWING. SHEET 3 OF 3 Paoli' ����� MRP CT Date 10/13/2015f: ENGINEERING INC (24x36 SHEET) SCALE: 1/4" = 1'-0" & TR U S S ', COMPANY I