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Plans (87) ms i c)\ - i � ce � co SQA Sroc. al LEGEND. ,w SANITARY SEWER Pacific - — IA :, -' - __ I -----9-----'----____-1 -5 STORM DRAIN Community 1\� \ - = j, 41 6.00' —w WATER LINE ! •` 12564 SW Main Street 313.1 • PUE, TYP. r; MANHOLE Tigard,OR 97223 307.0 \ -----,--____Im 503-941-9484 ``` I 55.0' „��■�+ , CATCH BASIN .�.„ ., �A.^j� I DATE: 7/20/2017 I ei REVISIONS t NO. DATE DESCRIPTION - — �\? �� 14.17' i li _ - )- STREET LIGHT I_ i —1 27.00' (t Q y tt ?� - STRAW WATTLE PERIMETER - J �� ® EROSION CONTROL A i - 1 ...0. FLOW DIRECTION ARROW - - (2) GOLDENRAIN ' 1 ' < TREE / KOELREUTERIA STREET SECTION, SEE 84 ,\ �Iu ` 13.00 `. © CONSTRUCTION DOCUMENTS ` PANICULATA k 5.00' Ir — 4,908 SF o, ' ,,,.,,...... ? 185 a \ v 1 II ; BUILDING: 3A-DL ! i / ^7 "3'%1 ' 1 ; o i FF=324.91 i �� �� ill w SETBACK SUMMARY i I°' !. BFF=315.91 ; n` 1 FRONT SETBACK: 12' °' \,._� `1 - w SIDE SETBACK: 3' _ ---_ I i ------- -------- - — �_ I 9 E `---_____ __-___� 3 --- -<,,,,,,N STREET SIDE SETBACK: 8' $ _�--- _____ --- ---_ »'- 3a5 '' -' j _, FRONT GARAGE SETBACK: 20' GARAGE o `- ___ _____ =' -- o. 7 3 '__ I � FRONT PORCH SETBACK: 8' -- - -� '- & i =,_" -- _-- - -` -----320_____:1 -_- /. "'' `" -,, 1 REAR SETBACK: 15' ____ -- ' 322 321 - - o __ _--4 - —323 PORCH _ I - 1 11' ' .-� 3 REAR COVERED PATIO SETBACK: 10' & --..-.,1...-..---_ 6.00' J f - - L L ........ I �ii , ` 3`�`f ( N ~ `� j.... ` PUE, TYP. i I VISION -_1 ,,°_, —,� I / -J-- I CLEARANCE J 20.00' 17.00' 18.00' �" �► r c LOT COVERAGE: w Lu — — — —7z — f i TRIANGLE RIVER ��-'' Pte`iiir, 'tib" f [ ( LOT AREA: 4,908 SF _ . ..... / _:_,, i-___ __-____:___ c•;) / i/ %` '""'� ",.w. 3 0.0 '� TERRACE 41.0' ' !o //7-------- c6BUILDING FOOTPRINT: 1,585 SF EAST J ,13 0or 323.1' gr V , a0 �.... -"'^ COVERED PORCH 45 SF .................x.................... Vl......... of ° v^ I STORM LATERAL `0. � SANITARY LATERAL s, �\ WATER METER a�\' I COVERED REAR PATIO: 0 SF t 00 t SW SNOWDALE LANE / CANTILEVER LIVING SPACE: 16 SF B / Jj3� (1)YELLOWWOOD / /; OS 84 i IPCLADRASTIS KENTUCKIA / DECK AREA: 0 SF PLOT PLAN mi A � f r 55 � S, �, a , �' ' ' I TOTAL COVERAGE: 1,646 SF a t 2 4 ... - , 33.5 % a a o ,x �WI IMPERVIOUSAREA: 2,478 SF �_ - v -4- o CD e POLYGON NORTHWEST (503) 221 -1920 CITY OIGARD (!) 2S1 W6 PROJECT NO.: 395-041 TYPE: Approved by Manning CONSTRUCTION LOT 84 (R-7, STANDARD) Date: .� SCALE 10 REVIEWED BY: PRE 0 0.0 RIVER TERRACE EAST Initials: Z O. 16940 SW SNOWDALE STREET 1INCH=20 FEET ROSEBURG FRAMING SYSTEM" -N. ���,. � PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLID BLOCK ALL The lane maynot be re-used or copied.in whole orpart,without written permission from Pacific Lumber mar P P m /I/ , 91 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRI M .°w- `tiL" , (III _ product supplier other than Pacific Lumber Com an is strictlyprohibited.Unauthorized use or ,�, mow . eeRoWTA41_,M.eovc PP p N ROSEBURG FOREST PROMOTE I¢os[aRa rocmTv¢onuers —, copying of these plans,infringes rights under the Copyright ACC.Infringes face liabilities that include Eli...., ��/ penalties of up to$20,000 Per work infringed,and$100,000 per work infringed willfully. / % a4�RFPFJoIST �.�� Ilr.; ROSEBURG FOREST PRODUCTS , �� IIIA CONTRACTOR NOTES: DES/GN NOTES: a°n....o, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,.,�-„„,..,�..,..,°-.-., °°°'n° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40p:f VOD 1 2 D SHEARWALLS 1 psf DEAA D LOAD START 9-i/2 RFPI-2O 1 6”O.G. 9-1/2 RFPI-20 N 1 6"O.G. SLEEP/NG AREAS: START THIS/5 A PLACEMENT PLAN ONLY- 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMINGFRAMING Architectural/Structural plans.Verify all I shear wall blocking placement and connectors ROOFLOAD/NG: HERE PATIO PATIO HERE Purchaser responsible for approving this 25psf LIVE LOAD N I I r" -� i 1 1 1 1 11 - Y ayout prior to any construction. t p f DEAD LOAD 1 r - — ,:_ — j i 1 '! , h II I' i I CONFORMS TO DESIGN CONCEPT � I ❑ CONFORMS TO DESIGN CONCEPT WITH i 1 I REVISIONS AS SHOWN J 2 r, JS ��\ �� _� — ❑ NON-CONFORMING-REVISE AND RESUBMIT ., _ __. - m �>_" -� -� --- ----`—�- �ll�+ -��-- i� i ��"'® � i — -°---'- - -- F -. �--, '- "`� -�` - THIS SHOP DRAWING HAS BEEN AEVIEYIED FOR GENERAL CONFORMANCE 11 � !` ' ! �I ! I' - 11THGTHIBSIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1'! II - WITH THE DE R11 !1 J1 J1 J1 ,11 J1 J1 41 1 J1 1 J1 J1 J1 1 I: I 1 1 -11J I1 J 1 J 1 1 1 1 1 '1 IK 1 VENDOR OF RESPONSIBILITYONFOR CONFORMANCE HAV WIRH THE 'INGS AND SPECIFICATIONS ALL OF WHICH HAVE PAIOAITY it 1SHOP DRAWING. J J2 J5 J3 J5 .l5 J5-1, .- .- -1 J J JSJ JBJ 8 3Jr-J .J12.�• it 11 1 SII R 1 R 1 I I I By: Arnold P,Solomon Date:Oct.25,2017 I CT ENGINEERING INC 1 Ill li , ! 1'. II I. 1 a I� z�I - —� ❑X CONFORMS TO DESIGN CONCEPT – -- -- CONFORMS TO DESIGN CONCEPT WITH 4 — III :� - .. ❑ REVISIONS NOTED I I ❑ NON-CONFORMING-REVISE&RESUBMIT L J THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J4 ® - I 1 I _ ? WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ` J '-' --- ..1.__L _-_- DRAWINGS S ENDOR OF RESPONSIBILITY FOR CODES. WITH DESIGN R 1 / I`-�1I R 1 DRAWINGS SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE R1 — I R1 PRIORITY OVER THIS SHOP DRAWING. t I I' I!�. III By Rae Hauft - Date .0/,o/ii 51 I R1 MILBRANDT ARCHITECTS 9'-2"7/5" 9'-2 1/4" PORGH 11 PORGH I IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-331 (Basement Floor) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3ADL-5G Mrk u I Material I Width I Depth I Grade ON Cut L4 Tot Lt1 J1 RFPI-20 1 3/4 F 1/2 14 24 336 LEGEND: J2 RFPI-20 1 3/4 9 1/2 2 26 52 H =HANGER CALLOUT J3 RFPI-20 1 3/4 9 1/2 10 28 280 Pack umber J4 RFPI-20 1 3/4 9 1/2 1 8 8 JS RFPI-20 1 3/4 9 1/2 1 20 20 & �w • -SUPPORTING POST J6 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT K COMPANY • -POST LOAD ABOVE R1 OSB Rim 1 9 1/2 4 16 126 SCALE: 1/4"- 1'-O" JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 13 3 39 R -RIMBOARD J52 BLKG RFPI-20 1 3/4 9 1/2 26 3 TS 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3ADL-5G JB =JOIST BLOCKING Accessories CUSTOMER: POLYGON J -JOIST GALLOUT H1 1THO 11 95O-or-ITTF.5 4 PLAN DATED: 1 0/8/1 5 B -BEAM(FLUSH w/JOIST) DESIGNER: /GAMIC-HENDERSON DATE: 1 0/1 2/1 5 HDR =HEADER(BEAM BELOW JOIST) HBO-BEAM BY OTHERS PL 1 5-3 3 1�/ BASEMENT FLOOR SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM • a quality engineered wood products for today s builder- i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. lesanealnewellf SOLD BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DR I M "° � ,I'II 4 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �, ° product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or m'oswuev FOREST PROOVCI7 1N7ReU[O fORSrOPODaC15 �E / `IIIC copying s these $20.infringes per worts under the and Copyright10Act.er work face ed liabilities that include 4'i 1 ```�/" eeLory TO rose ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. p ��111 4�RFPI JO sT �' XPi , IIIA CONTRACTOR NOTES: DES/6N NOTES: °,•.•t, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '="7:7a;;;;11:.1—°'`'',0vMAIN FLOOR JOIST LAYOUT 2)ALL(UNLE5050NOTED TINGS POHERWISE)DESIGNER'S PLAN EXG ED TOR DESIGNED EOLIVEET LOAD SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPiBLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 ra.rs. KT'S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LORD/N6: psf LIVE 5)PROVIDE PROPER SUPPORT AT ALL DEAD LOAD L 12 SHEAR W ALLS 1 p5f LOAD ----------- START 5LEEP/N6 AREAS: (DOUBLE) 1 1--I/8 RFPI-20 5 1 9.2"0.G. START STA T _ /`OU THIS/5 APLiVGEMENTPLANONLY. 30 5f LIVE LOAD ((( - / (DOUBLE) 11-'7/8 RFPI-20 1 9.2'O.G. - p 1 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAM G his layout is to be used in conjunction with 1 2p5f DEAD LOAD / SEE SHEATHING NAILING ATTACHMENT NOT@ml his plans.Verify all / HERE HERE ___. ��� shear wall blocking placement and connectors. ROOFLOAD/N6: `/ Purchaser responsible for approving this 25psf LIVE LOAD B5 _ _ e 1 B_] _ 55 ayout prior to any construction. 1 Tpsf DEAD LOAD — --- _ ---- �'—�t.. sly -- 1____.. __ _.._. ;-T_ -__- 1- - Jbi1 . : - -- li i• • HD. 1-:- - __ - ' H> R1 11 ' di l II ii jli I H CONFORMS TO DESIGN CONCEPT it it I I I I , i CONFORMS TO DESIGN CONCEPT WITH ! i' I � ❑ t '',I , ! REVISIONS AS SHOWN I I I I I � I i� � i, ❑ NON-CONFORMING-REVISE AND RESUBMIT J7 J 4 -1 J J -11 JI - .J1 41 -I' JI J1 J' .-1 Jii J1 Jit J,1 J -1 J' .�i1 1 J1 Jh J1 J1 1 1 Jlll 1 -1 41 41 1 _1 -1 -1 41 .t p 'I l THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 J1 J -1 J' J 41 JIl J 1 J J1 -1 JAI J J1 J11 _1 J''. J JI7 J1 J1 J1 '1 1 1 J1 41 J1 J1 1 J1 J1 1 .1 J1 ,1 Ji 1 ,1I1 WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R11 II l ill I R 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I ��!I 1 OVER THIS SHOP DRAWING. li li Di I By: Arnold A.Solomon Date:Oct.28.2017 ii I 1 11 CT ENGINEERING INC I jI ,1 '';I X❑CONFORMS TO DESIGN CONCEPT I' H1- ,i 1 1111► H1 .. L Ai yl. _ L ii, IL .IL ,L[.. i. JL_.11 lL _J_L ,� if J _ L J�i - Ir a�IL J jiL w JIL II Ili. JI IL II. .il. _.L.- -LL .A.-._ �.� l,.l...JJ., CONFORMS TO DESIGN CONCEPT WITH OTED I.R ,2 J2 JrBJ2 .12 JI12 J2 J2`�J2 ynr BP -J� TB1 B3 B2-ili Ri1 B2 3 /BSS F e1 , J• ,I� • J I 7 lir ' J2 J2 J2 J2 ..1.2 , , El REVISIONS L ,-,/ NON-CONFORMING-REVISE&RESUBMIT Y yu {� J2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II R 1 121 R 1 R1 WITH DESIGN CONCEPT ONLY AND DOES NOT E IHE THE -i - % - - R 1 R 1 — ! rAARICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I', I — �JI- �L ,i I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I R1 55 Bb R1 By Rae Hauff Da'e ^/25/17 �:— 1 �—� -J ! � �3; _I_ MILBRANDT AR(HIItt �: J1 7 J't J1 .l1 JIi 41 ..1 R R1, T- , 1 1I i J1 J1 J;1 J J1 1, J% J J3 +It .1.1 ! I I II i''JD9 F 'I '� JIB 12'—L— i r I PORCH PORCH R 1 BR 1 R�--\ START START / Ii1 R1 " J FRAMING FRAMING — I HERE HERE 1 1-'1/8 RFPI-20 5 1 9.2"O.G. - 1 1-1/8 RFPI-20 5 19.2"O.G. IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-331 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3ADL-56 Mrk* Material Width Depth Grade Qty Cut Lt 1 Tot Ltfl 51 RigidLam LVL 3 1/2 1 7/8 2.0E 2 8 t 6 1 DOUBLE I-JOIST CONNECTION SPECS LEGEND: 52 RigidLam LVL 3 1/2 1 7/8 2.0E 6 53 RigidLam LVL 3 1/2 1 7/5 2.0E 4 4 Filler blocking is not structurally required provided both " 1.10,_.HANGER CALLOUT Ba RigidLam LVL 3 1/2 1 -ve 2.0E 14 14 I-Joists are continuously laterally supported by Paoli umber B5 RigidLam LVL 1 3/4 1 7/8 1.5E 22 22 connection to the sheathing at the top flange.In & ® -SUPPORTING POST 56 RigidLam LVL 1 3/4 1 7/8 1 .5E 4 4 ^/ addition,the joint in the sheathing shall be positioned TRUSS COMPANY HDR 1 BIG BEAM 5 1/2 9 1/2 2.1E e 8 over the center of one of the two top flanges to assure -POST LOAD ABOVE Ri o55 Rim 1 1 7/8 9 16 144 shear transfer between sheathing panels. J1 RFPI-20 1 3/4 1 1/8 51 20 1.020 R =RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 J3 RFPI-20 1 3/4 1 7/8 3 _6 52 ap LB =LVL BLOCKING J3 RFPI-20 1 3/4 1 7l8 3 18 54 . any., Boa cea. ea znz a-10 PLAN DESCRIPTION/NUMBER: 3ADL-55 JB -JOIST BLOCKING JB - 1 BLKG 1.75 LVL 1 3/4 1 7/8 1.5E 18 3 sa Nail Sp., eea•:am-„s Mm Ma min Ma, Mm a,a, min ma, min Ma, CUSTOMER: POLYGON J52 BLKG RFPI-20 1 3/4 ' 11 7/8 10 3 30 PLAN DATED: 10/8/15 J -JOIST CALLOW" DEL I-JOIST WITHOUT FILLER CONSTRUCTION r z z +a In zaza a a za 8 -BEAM(FLUSH w/JOIST) Accessories Krs. - H1 MIT4 1 1.88 20 ro. DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 2/1 5 HDR =HEADER(BEAM BELOW JOIST) H2 MIT 1 1.88-or-ITT11Z 1.88 1 6 1 5-3 3 1 MAIN SHEET:2 of 3 PL 880-BEAM BY OTHERS _ H3 HUG41 O 1 IM CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE POLYGON DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. PLAN OPTION:3ADL-SG By: Arnold A.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST @ 19.2"O.C. CT ENGINEERING INC PL15-337 UPPER 10/20/2017 ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH <START FRAMING HERE 7 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS i—i REVISIONS NOTED y 5-00-12 k RM1 -v--�— ---- —a--�—z--es ▪ NON-CONFORMING-REVISE&RESUBMIT _ _� �--o---r—v , �BN22! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Products WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 4 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN PIotID Length Product Plies Net Qty DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 43-00-00 1"x 14"APA Rim Board 1 1 PRIORITY OVER THIS SHOP DRAWING. I. RM1 40-00.00 1"x 14"APA Rim Board 1 1 By Rae Hauff Date 10/26/17 ! RM1 37-00-00 1"x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS !\ RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 ' BM22 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 . LL o o cu O o a y o o 0' E o c o o '5 u o TS E ;-D BM1 20-00-00 5 1/2"x 19 1/2"Glulam 1.8E 24F-V4 DF/DF) 1 1 L_ LL LL LL LL L_ Lt_ _ .I. n_ LL LL ..i. ( �. BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM20 12-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I: I I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I - BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 QA 'f3 -0C BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 '91-05 3 i i BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 n gj• I �. m �_ =M9 n_LI �J , - BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 .� . . 1� `- ' -$ -,�D .:. - R°51��-�yl}f�r J_ BM8 M1� BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 2 Ii5 II e� �-" e BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I I I BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 {.�A�'� If BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 Al EM BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 { _ '--"- -"�' - 'm BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 f BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 j o o to to tot - T TGT> I _ i LL i� IRM1I -2 BMW 6-00-00 3-1/2 X 14 BIG BEAM 1 1 2 , BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL -11111 II LIE1 II_�_:� N— THO17140-2 53 I. I- - - .� - _<II Q HUC412 3 �r e 11 0 II I o `� 1 X 14 OSB RIM FOR SHEAR BLOCKING 26' II w v_ ;.� a L I IH I N I �� © HU612 1 L_ o - c =c 1 n ti. 7 ,-=d [ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Li. _ Lt. �� II 1,., i_ C� III! AQ'-03-0 , II K1. II� IBM71 .„. IIIO L BM1 -_- BK1 1 m I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. IRM-IIQA'1 -05-E 11 - - , - FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI RIM&BLOCKING OHS AREA 1 '' IBMS] II 11-04-00 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" SHEET 3 OF 3 Pacifi umber & TRUSS COMPANY