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Plans (76) -cY y wt g So ki S-t-- LEGEND: SDSANITARY SEWER Community D STORM DRAIN r f _ Design —w WATER LINE 12564 SW Main Street 1 _C !'- - � I MANHOLE Tigard,OR 97223 / / f CATCH BASIN [T1503-941-9484 I" I 309.0 I ; -- j I / DATE: 7/20/2017 — 1 311.0 __ — 5 >r,..�.0... �� ..,. - �.�, .. 0.0-_ — �� REVISIONS as �Jl !s"'� a : ... ,m:..,r �"'�, ___(0'— STREET LIGHT NO. DATE DESCRIPTION f` 14.17' ( I /r i —,' f —1 —. i STRAW WATTLE PERIMETER t t 1- 27.00' I ............. EROSION CONTROL II f1 I , �— — I �0. FLOW DIRECTION ARROW LI - I , i I I / I I r - -I STREET SECTION, SEE 11 € rf le) . CONSTRUCTION DOCUMENTS I Ii f{ { €II 88 / 5.00' I 4,500 SF ,I I J TM J m q 8.00' ` ; BUILDING: 3DR-DL I 87 ! SETBACK SUMMARY 8I FF=329.21 I of FRONT SETBACK: 12' - , ;- ' P BFF=320.21 0 ' ;I SIDE SETBACK: 3 C ^ € / I STREET SIDE SETBACK: 8 _-- 11 FRONT GARAGE SETBACK: 20' o �_______-_- -; 3#7 € ® N _._._.. FRONT PORCH SETBACK: 8' 319 1 i -- -- r, -d --_-- GARAGE__ d - REAR SETBACK: 15' o _, _---- _ __---- ----3 3,7� ----- - REAR COVERED PATIO SETBACK: 10' s ___ _ -- __-___.- -- _- _-�_ ... _ ,,,... N _ Z X322 ~® N _.._ I —-- — ._ -3L PORCH---�__ N I- I'co -. ' _ I , co l 6.00' l :_... ::: ?-. 1 ! PUE, TYP. ~--.- LOT COVERAGE: N \ 18.50'_ — \ 20.00' ui RIVER - i- - ' - - _ - - - - __ - t I LOT AREA: 4,500 SF TERRACE - I ; I ( 4 — S �!.__ BUILDING FOOTPRINT: 1,569 SF - — — -' „Ii/ so o gip► _ — — EAST // co _ - t� �_. .. 327.2 / / o � �/ ( t r'r,.. i ® - r , I COVERED PORCH: 39 SF v f o f " `t v) t COVERED REAR PATIO: 0 SF 0 , * / ‘,/ ' A/ A o f / % _ (2)YELLOWWOOD / f CANTILEVER LIVING SPACE: 238 SF 88 co ,'" ' 1 WATER METER CLADRASTIS KENTUCKIA j SANITARY LATERAL , � OS � DECK AREA: 0 SF ,y I PLOT PLAN a) _-- 4 STORM LATERAL iw- .............................OS ....._._......................_ 1. (, 1 , TOTAL COVERAGE: 1,846 SF `glS -` I f f i', SS "4_1 � I Sit A �~ E ' SSS B N Nman -- SW_SNOW®ALE LANE \ 41.0 % �,I Y._ v / f I n ///q1e4 IMPERVIOUS AREA: 2,428 SF .5 -1- c) rn 2 POLYGON NORTHWEST (503) 221 -1920 [q] o CITYP TIGARD PROJECT NO.: 395-041 0 2S1 W6 y plannin TYPE: CONSTRUCTION Approved b LOT 88 (R-7, STANDARD) Date: g o SCALE Zo REVIEWED BY: PRE a co0 RIVER TERRACE EAST Initials: Z 16852 SW SNOWDALE STREET , INCH=20 FEET =.1: _ PACIFlCLUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineeleQ wood products for today's Guilder•- ��� M PMOVE The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber i -,,.mme°° I�I' Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI D R I M� I�, ' �-wa°. — ,IIIA eewn,orosr:,eovc bbco product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ROSEBURG weesr PRODUCTS ROSEBURG FOREST PRODUCTS `�'_ penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. � II� �RFPI Jo sr ,� !4(' IIIA °°..-. CONTRACTOR NOTES: pES/6N NOTES: ...,° °;.,,,,,."„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .m'D"�;"`"a;;°„"i.,°'°"°°°-'"° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD KM:BLOOKMG PANELS PaTH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA nrs. Tots. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOr1D/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 9-1/2 RFPI-200 16"O.G. 9-1/2 RFPI-205 16"O.G. 5LEEP/N6 AREAS: START START TN/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD FRAMING I I This layout is to be used in conjunction with 1 2psf DEAD LOAD I 1 FRAMING Architectural/Structural plans.Verify all HERE PATIO 1 1 PATIO HERE shear wall blocking placement and connectors ROOFLOAD/N6: °urchaser responsible for approving this 25psf LIVE LOAD -. -- - {ll1 / ayout prior to any construction. 11 psf DEAD LOAD I �I fB1 r • l I II ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN -' -5 -? .—_ .L - . —• � . JB2 'I _ ❑ NON-CONFORMING-REVISE AND RESUBMIT R 1 J 1 J 1 J 11 �1 J 1 I� 1 J 11 - WIIH SHOP ESIGING HAS BEEN YEVIDWDD FOR GENERAL CONFORMANCE 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .11 J 1 J1 ,11 J 1 J1 J1 ..1 J1 J1 -11 J1 J1 J1 R 1 FABRICATORiVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J J2 J3 J3J3 J 3 J 3 J 3 J 3 J5 J JI J 3 J 3 J 3 J 2 J 2 OVER THIS SHOP DRAWING. R1 R1 By: Arnold R.Solomon Date:Oc1.25.2017 • CT ENGINEERING INC • —_ I Imo. - -- - =- - :�:T=- :�:=-=: : ' 0 t: :--rely -�,4= Q CONFORMS TO DESIGN CONCEPT N - ! �i CONFORMS TO DESIGN CONCEPT WITH J4 ', REVISIONS NOTED 1 ® ' ' ' 0 NON-CONFORMING-REVISE&RESUBMIT I -- 1- --- �—' ry;� _ • • I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 / WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 _>�I s/< R 1 R 1 FABPJCATORNENDOR OF RESPONSIBILITY FOR DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES AALLL OF WHICH HCE WITH AVE J. I ''�'^- - PRIORITY OVER THIS SHOP DRAWING. R 1 R 1 By Rae Hauff Date 10/26/17 41.-2 1/8 9-27/8—I MILBRANDT ARCHITECTS 1 PORCH 7 T PORGH 1 ' I. 1 1 IMPORTANT/ REFERENCE INSTALLATION PL 1 5-33 4 (Basement Floor) GUIDE FOR ALL FRAMING POLYGON PLAN OPTION:3DDL-SG DETAILS AND I-JOIST INFORMATION Mrk a I Material I Width I Depth I Grad Qt4 Cut Ltli Tot Lt J1 RFPI-20 1 3/4 9 1/2 14 24 336 LEGEND: J2 RFPI-20 1 3/4 9 1/2 2 26 52 NI �� J3 RFPI-20 1 3/4 9 1/2 10 28 280 p ac�f umber ( H }--HANGER GALLOUT J4 RFPI-20 1 3/4 9 1/2 1 8 8 \� J5 RFPI-20 1 3/4 9 1/2 1 20 20 ® -SUPPORTING POST J6 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT & TRUSS RS COMPANY ED -POST LOAD ABOVE R 1 OS (m 1 9 1/2 8 1 6 1 28 JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 15 3 39 SCALE: 1/4"-1'-0" R -RIMBOARD J52 BLKGRFPI-20 1 3/4 4 1/2 26 3 15 5930 JEAN ROAD LAKEOSWEGO,OREGON 91035 (503)858-4663 LB -LVL BLOCKING J5 -JOIST BLOCKING Accessories PLAN DESCRIPTION/NUMBER: 3DDL-55 H 1 ITHO 11950-or-ITT9.5 4 PLAN DATED: P LYGON 0/8/15 J -JOIST CALLOUT B -BEAM(FLUSH w/JOIST) HDR =HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L HENDER50N DATE: 10/12/15 Beo-BEAM BY OTHERS FL 1 5-3 3 q BASEMENT FLOOR SHEET:1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" Fgnia7=== quality engineerea wood products for today's builder" These plans and the designs are copyrighted under Federal Lew by Pacific Lumber Gompany 20 7 4. The plans why hot be reused oh s to,a,d whole or part,he plan. etof permission from Pacific Lumber RI G I D LAM LVL RI GI D R I M AlI II �� eeorv` Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other rows rrson 0A17 BLOC.K. °°�r.P°"x.,. ro ee�Riw \C, �ro«�— �,�r�AILId.HATCH �.a�n, ,III re F a�,a.MArcn product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or --� menww�neA orewccs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include Rowua�wcssr PaooucTs ROSEBURG FOREST PRODUCTS ` me�ory 6=1`„swe ��� penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. 004 40 RFPI JOIST or .. ,, ,, , ,....., ....-.1,- '." IP °, CONTRACTOR NOTES: PES/6N NOTES: ""p �,,,,,u""°°m`�`"°°°a° • MAIN FLOOR JOIST LAYOUT 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,.,,u "we„",,,,�, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,,,,,4,- n SCALE: 1/4"- 1'-O" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM'BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 31 ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/400 N.rs. NTS. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS (DOUBLE)t 1--f/B RFPI-20® 19.2"0.G. ART START TN/5/5 A PLACEMENT PLAN ONL Y. 5LEEP/N6 AREAS: (DOUBLE) 1 1--f/8 RFPI-20 B 1 9.2'O.G. 3Opsf LIVE LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII F AMINO FRAMING 0 This layout Is to be used in conjunction with t 2psf DEAD LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII�' Architectural/Structural plans.Verify all / HERE HERE _... ____-._...... � \ --------------- -_ _-___ _----- Purchaser shear wall blocking placement and connectors ROOFLOAD/N6: responsible approving this 25pOAD BSR1 R� ayout prior to n4 construction. psf DEAD LOAD • Dr 7 .. ' Y L _1 , --, F _ -- 1iT � a HDR. • • • • • • • • • • • • • • • • ® CONFORMS TO DESIGN CONCEPT I /• • ❑ CONFORMS TO DESIGN CONCEPT WITH • • • REVISIONS AS SHOWN • • J1 -J -I 4 1 J J 1 J 1 4 .,1 JII 1 J ❑ NON-CONFORMING- J _a0 G REVISE ANDRE ..JJ1 -1 1 J11 1 1 41 ISUBMIT 4 J . ..1 4 4 41 J J 41 J 41 1 4 - Ji - J' J1 1 J1 RR 41 + 41 J1 1 �1 11 41 J1 41 J1 J1 J1 1 J 1 J 1 J7 1 J 1 1 J'';1 J 1 11 1 ,1 1 .�1 1 41 .tl t ,.1 J1 THIB SHOP DRAtlING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 'I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • • • R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE • - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY • • I • i I • ! OVER THIS SHOP DRAWING. I • • • • ', • l• i By: Arnold R.Solomon Date:Oct,25,2017 • I CT ENGINEERING INC• • • - H I ��• 7�I • �H 1 III rr rr I I. I I I LI --d. IL 1111_ L..II JLL_ -ll!- At- _ �_� -: ..__ q.... J _L. JI9 __L� .-S_.......L_ ...-_ ❑x CONFORMS TO DESIGN CONCEPT 'r'-J2 J2 J2 42 _.. r r Jr 7TBlir r.."-1-- 11B17r Wl B .. - a — r CONFORMS TO DESIGN CONCEPT WITH • /I 13 1 r r r---it,1 r tl r r--i r...._.i r 'r--- ori r r" -r r r T rB4t r '1r 1� •r r r-1 ,{�_,/ 132 r � OTED 3 R 1 1 B REVISIONS ORMIN '4 I z r r j•I 133 42 J '• 2 Jp NON-CONFORMING-REVISE&RESUBMIT (���I�I _,,, 1r , 1 R1 3 J2 I2 2 J2 J 2 J 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 • WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 55 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1 • Bb R 1 DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVE I '.Pv,II. PRIORITY OVER THIS SHOP DRAWING. :—.e:a By Rae Hauff Date 10/26/17 • MILBRANDT ARCHITECTS -1 41141 J1 -1 .I1 41 1 R1 Z I J:- Js?.--: : . : . l' --=Rt-- :-- _ 9g 1 II= J -.B .13 J3 J3 -I3 3 45 ,3 •• • J6Y •• • 451 • 1 PORCH R1 R1 T PORCH I� I I I START START / I F—AMINO FRAMING 11--f/5 RFPI-20019.2"O.G. HERE HERE 11-'(/5 RFPI-20514.2'O.G. IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-339 (MAIN) DETAILS AND I-4015T INFORMATION POLYGON PLAN OPTION:3101,L-SG Mris* Materiel Width Depth Crag, 0t5 Gut LLI Tot Lt(1 LLEGEND: 51 RigidLem LVL 3 1/2 1/8 2.0E 2 8 15 alDOUBLE I-4015T CONNECTION SPECS 52 RigicLamLVL 3 1/2 71 1/8 2.OE 1 6 6 1147Pacifi - umber 63 RigidLam LVL 3 1/2 1 1 1/8 2.0E 1 4 4 Filler blocking is not structurally required provided both ( H T—-HANGER CALLOUT 84 RigidLam LVL 3 1/2 11 '(/8 2.0E 1 14 14 I-Joists are continuously laterally supported by `® 55 RigidLam LVL 1 3/4 11 1/e 1.5E 1 22 22 connection to the sheathing at the top flange.In -SUPPORTING POST 136 RigidLem LVL t 3/4 11 7/8 1.5E 1 4 4 addition,the joint in the sheathing shall be positioned & TRUSS COMPANY -POST LOAD ABOVE HDR 1 BIG BEAM 5 1/2 9 1/2 2.1E 1 8 a over the center of one of the two top flanges to assure i R1 0313 Rim 1 11 7/5 9 16 144 shear transfer between sheathing panels. R -RIMBOARD 41 RFPI-20 1 5/4 11 1/8 48 20 960 ,/y/ 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'!035 (503)858-9ee3 LB -LVL BLOCKING J2 RFPI-20 1 3/4 11 1/8 12 6 12 :N,w�an J3 RFPI-20 1 3/4 11 va 6 15 105 2-1,1n �2.�,a 2,a• so- PLAN DESCRIPTION/NUMBER: 3DDL-SG JB -JOIST BLOCKING -B1 BLKG t.15 LVL 1 3/4 11 7/5 1.5E 78 3 54 - ei. ,3r< .�2 BLKG RFPI-20 1 3/4 t t 1/e to 3 30 Rep.^. M'° M. Ml^ Min Max On Max N. M. CUSTOMER: POLYGON J -JOIST CALLOUT DBL I-JOIST WITHOUT FILLER CONSTRUCTION 2' ,e z is a- za r 2, z m PLAN DATED: 1 0/5/15 Accessories roes�, K , B -BEAM(FLUSH w/-JOIST) H 1 MIT4 1 1.88 20 '41-5'rs. r r '° z 202 uu r 2< DESIGNER: /44M/L.HENDER5ON DATE: 10/12/15 HDR =HEADER(BEAM BELOW JOIST) H2 MIT 1 1.55-or-ITT 1 1.88 16' 550-BEAM BY OTHERS H3 HUG4 i o FL 1 5-3 3 q MAIN SHEET:2 of 3 Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PLAN OPTION:300E-SG WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 14"OPEN WEB JOIST @ 19.2' O.C. PL15-339 UPPER DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 10/20/2017 By: Arnold R.Solomon Date:Oct.25.2017 CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE q ,, 5-00-12 j, Mil ❑X CONFORMS TO DESIGN CONCEPT �+mama 11111111111111111111143 �J1..r�=Ta.ff•r.�."mANIF KEY ea*>I ..r.r.=.1.� .•++'��II Llil�'y�� Products ❑CONFORMS TO DESIGN CONCEPT WITH ' REVISIONS NOTED PIotID Length Product Plies Net Qty NON-CONFORMING-REVISE&RESUBMIT (104 RM1 43 00 00 1"x 14"APA Rim Board11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 41-00-00 1"x 14"APA Rim Board 1 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '�'� FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 37-00-00 1"x14"APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,AU.OF WHICH HAVE I ___ • RM1 11-00-00 1"x 14"APA Rim Board 1 1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 j RM1 5-00-00 1"x 14"APA Rim Board 1 1 MIIBRANDT ARCHITECTSII II RM1 400-00 1"x 14"APA Rim Board 1 1 BM1 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 lc-)I C► BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 j BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 X11 'I BM4 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 j BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 yIIII 0 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 1-1 I I I I 1 IMI'- ! l 1 ! I VC . I BM5 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 ��. ��: _ - - -A. - BM6 20-00-00 7 X 14 BIG BEAM 1 1 ,._,..m.. I - IBM15I 011 y 6_01 I �I 11 1 -o l•' - _ �y -, _ ��_� �� BM7 15-00-00 3-1/2 X 14 BIG BEAM 1 1 IBM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 F� �I rmil II j .1 BM9 13-00-00 5-1/2 X 14 BIG BEAM 1 1 Re� g , AA � � i� � BM10 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 11-00-00 3-1/2 X 14 BIG BEAM 1 1 BM12 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM13 8 00-00 3 1/2 X 14 BIG BEAM11 � IIiuiuiii!1!lIiIiuIII!l �N�N�N�N�� 41111111111111111.111 BM14 7-00-00 3 112 X 14 BIG BEAM 1 1 BM15 6-00-00 3-112 X 14 BIG BEAM 1 1 L--i III N �. VBG BKD=BLOCKING--RMT=RIM BOARD FLOOR LOADING40 LL15 DL IIIIIlI]IJI]IO1Iiiuii1iIIIIIIIIII i ♦ JP]11111111 ] ACCESSORIES , . ACCESSORIES 40-2 60 © HUC412 2 MI. 1 X14 OSB RIM FOR SHEAR BLOCKING 11 ■ � � © HGUS410 1 I -- � m lila I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II IBM10 It• • AL_ �) j BM2 IBM11 MIIj�I ISI I A is" "�'"""= _ _ I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I • 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 1 _ _\. . SHEET 3 OF 3 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" Pacih umber & TRUSS COMPANY