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Plans (71) is -512_ 6w 5e, 11 ' Or . _ /- __S-7--.2e7/6, —061o.2-<.� �. LEGEND: 435.0 ���\�• . 434 g.?Z 430 46' g�-, ��� 4�0� SS ! INWER munity \N �' 1 , � C•) iLE 12564 SW Main Street \ Tigard,OR 97223 \ °0,0 , ■ CATCH BASIN Rl 503-941-9484 \ ` DATE: 5/20/2016 N ,j �� STREET LIGHT REVISIONS ! \ 0 1 \ STRAW WATTLE PERIMETER No. DATE DESCRIPTION / t$.." 1.`� \I. EROSION CONTROL - --� — i 452.7 / 1, TRACT B I 1 i 1 4,0*.s 7. Hil ,e / \ SETBACK SUMMARY orb I 10 o 0 I FRONT SETBACK: 20' 444.8 .//' c, ,, SIDE SETBACK: 5' / \ If I II STREET SIDE SETBACK: 15' 32 0 j__II IL___, ----0111111111, .22 $ 1 ' - • 1 1 REAR SETBACK: 15' �I 1 I ' '164 ' 1 T r � � o I I' o 2.4 h� -- BUILDING: 5019DD 1 0 ! �' FF =461.9 1 ------ IN o �--_1_ 1 BFF=452.9 1 10 0 1 1 .11 1 I ! I>, - 1 5.00' i I 10.00' I LOT COVERAGE: II I' 25 1 I JI 26 11 10,524151 SF 1 ° ° / LOT AREA: 10,541 SF GARAGE I -°t°--— it_-_7....=-.. POLYGON AT CV 1 I Li I / 1 BUILDING FOOTPRINT: 2,341 SF = ''452 1 PORCH --- 1 1 / i' 41:1111°4-5‘: . BULL �, 1454 � � 1, Imo~►- COVERED PORCH: 62 SF jorp: 4456 58 ����� �i / "! MOUNTAIN v-- j ,li CANTILEVER LIVING SPACE: 41 SF 7 L- 1 _ 460 7 ! �y / / 6.00' 38.81' 37.31' i i /7 AO �� 6 COVERED PATIO: 0 SF 1 o PUE 459.9 34.52' / 459,2 i 1 '/ -)/ • y /_____...-----,,„, .\ _—�\\ — — — -it J _ _ ; !\, \ ;/y DECK AREA. 224 — rr• ;��Ry�•�r,,�r•' 39.1' 17i�""-�,r— is \ / LOT 25 �, �rrr/1��:��.0/ .�/� �.� �� -._._ r �o �7 TOTAL COVERAGE: 2,668 SF PLOT PLAN A"'""-- 0:11111r), a� �, rini‘: k-1---,----------) co s� `� 25.3 % ° -' SIDEWALK •Net -' �M ' ; WATER METER c —5B �• SD a SD Sp_____ PLANT (1) STREET A/ IMPERVIOUS AREA: 3,511 SF c SW SEINE DRIVE ab STORM LATERAL s -- /-------s?‹ ' ^ s -___-- ss i TREE: 2" CAL. o _ GOLDENRAN TREE / �4 x :ii --.,. KOELREUTERIA / ;i \ SANITARY LATERAL �--- ' ,_ PANICULA-A 0 SO` CITY OF TIGARD 0) POLYGON NORTHWEST (503) 221-1920 ApprovedC2by Planning o 2S1 W8 Date: - 1 Y/ 0 J/ -4) / ! (. PROJECT NO.: 395-031 p TYPE: CONSTRUCTION LOT 25 (R-4.5, LARGE) Initials: wY; SCALE REVIEWED BY: PRE / in cn POLYGON AT BULL MOUNTAIN 15 30 15312 SW SEINE DRIVE CL 1 INCH=30 FEET / Z PACIFIC LUMBER COPYRIGHT 2[115 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 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI G i D LAM LVL RI GI DR I M 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 aosasvea FOREST PRODUCTS IPosaauTrc FORFsreeoarrers copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to 520,000 per work infringed,and 5 100,000 per work Infringed willfully. RFP!JoisST ROSEBURG FOREST PRODUCTS START START CONTRACTOR NOTES: D05/6N NOTES: FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 9-1/2 RFPI-20 e 16"O.G.- 9-1/2 RFPI-20 e lb"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: PATIO PATIO FOR PLUMBING 40p5f LIVE LOAD I I 5)PROVIDE PROPER SUPPORT AT ALL I R1 R1 I SHEARWALLS 1 2p5f DEAD LOAD I ivi--i - ( I I � _��_ I ---h-- THIS I5APLACEMENT PLAN ONLY.h 3 pEPH�E�OAD ; I ! I �� I 1 I I ,: This layout is to be used in con junction wit 1 2psf DEAD LOAD ' i I I I I I - Architectural/Structural plans.Verify all R 1 1 �i I 1 l 1 l':' -N 1 shear wall blocking placement and connectors ROOF 40,4171N6, I i • I1 I .� Purchaser responsible for approving this 25psf LIVE LOAD � i ayout prior to any construction. 1-7psf DEAD LOAD m I 1 el 1 .12 J2 I ° i a; J2 J2 1 11 l 1 '1 wavey w,mw• aRu,a..ww maser« I R1 R1 .�, ..� 41 J.1 6. J3 aR.�`. 3J8J3 �3J3J3J I —F J3 3 3 J J� 1 ' I, I I Ji3 .41r.: ...I ..trill„...., .I ,l -I J J3 . pii JD A . , 3 43 4J.3 J3 J43 ZDebrau'MrqnIWD''noc. criu icRaIap 1. Dcw: . r1 i Ill I ..,..7:4,--,r4,,,„,,,,,....----- . nkeVwbp .NwpD1wWII 1 '� „ I ''I ` 51 <51I RFBLOOKPANELS YTH BEARING G ML ABOVE e..r - _. 1 $ _ ji I l i_--_. . $ 57.5. ' 1 � B 1 11 I I l EI � 1 - 13 i— : .. . I 1i - --- I I - i t ' ' SOLID BLOCK ALL J 'I' i' POSTS FROM ABOVC ? .,_I ... TO BEARINb BELOTI. INSTALL SQVASN BLOCKS PER i,... 1d.MATCN --'--- BEARING AREA Of BLOOICS -" �` BELONTO POST ADOVC . irr POST LOAD TRANSFER DETAIL 517.5. . -1 .''Q , PORCH ' PORCH I I I I 1 I 1 El CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH IMPORTANT.! REVISIONS AS SHOWN REFERENCE INSTALLATION PL 1 5-4 10(Basement Floor) 1=1 NON-CONFORMING-REVISE AND RESUBMIT GUIDE FOR OFRAMING POLYGON 1917(BASEMENT WITH J015T5) PETALS AND I-JOIST INFORMATION THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Mrk u Material I Width Depth Grade Qty Gut Lth Tot Lth WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 3 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _r CONFORMS TO DESIGN CONCEPT I - LEGEND: 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 REVfORMNOTED ICN CONCEPT W. �� JB 1 BL KG 1.'75 LVL 1 3/4 9 1/2 1.5E 25 3 75 OVER THIS SHOP DRAWING, 0NON-0ONFORMING-REVISE ausuBMrt pacifi \Lumber ( H }--HANGER CALLOUT �. .� �/ JB2 BLKG RFPI-20 1 3/4 9 1/2 1 3 3 39 .x20pX RPlgslll! St srF N.f M"IY511 ® J1 RFPI-20 1 3/4 9 1/2 2 22 44 BY: MRP Date 12/10/2015 7-.T -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC By JesulwOiey Dale 12/11/15` & TRUSS COMPANY ED -POSTLOADABOVE J3 RFPI-20 1 3/4 9 1/2 24 26 624 MILBRANDT ARCHITECTS } R -RIMBOARD R1 OSB Rim 1 9 1/2 3 16 48 10515 SW ALLEN BLVD BEAVERTON,OREGON.17005 (503)355-9663 LB -LVL BLOCKING Accessories PLAN DESCRIPTION/NUMBER: 1 ID (BASEMENT WITH JOISTS) JB -JOIST BLOCKING H1 I ITT 9.5 4 CUSTOMER: POLYGON J -JOIST CALLOUT BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/1 5 B -BEAM(FLUSH w/JOIST) SCALE: 1/4"- 1'-0" DESIGNER: KAM%L.HENDER5ON DATE: 1 2/3/1 5 HDR =HEADER(BEAM BELOW JOIST) 550=BEAM BY OTHERS PL 1 5-4 1 0 B FLOOR SHEET: 1 of 3 II CONTRACTORNOres: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for today's builder" 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R�GI D LAM LVL R�GI D R�M (UNLESS NOTED OTHERWISE) Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG fOREsT PRODUCTS ROSEBURG FORFST PRODUCTS (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 4)USE CAUTION WHEN GUTTING penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully. FOR PLUMBING 41*- IcRFPI-Joisr 5)PROVIDE PROPER SUPPORT AT ALL ROSEBURG FOREST PRODUCTS SHEARWALLS TN/5/5 A PLACEMENT PLAN ONLY PE5/FN NOTe5: This layout is to be used in con junction with THIS FLOOR SYSTEM WAS shear Architectural/Structural placement plans.Verify all DESIGNED MAIN FLOOR JOIST LAYOUT EXCEED THE O MEET OR LIVE LOAD shear wall blocking placement and connectors Purchaser responsible for approving this SCALE: 1/4"- 1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/480 FRAMING 3'-3 1/4" 3'-3 1/4" FRAMING FLOORLOAOING: HERE \ \ DECK I DECK / HERE 40psf LIVE LOAD \ I I I I 1 2psf DEAD LOAD R 1 -1= (2)83 R 1 R 1 - (2)63 R 1 - __:.-. SLEE /N6 AREAS 1 P ,- JS. 3Opsf LIVE LOAD 'I-' i i �i " -- 1 2psf DEAD LOAD .�__ R 111 —j: �. " �►� • . _.„• L 1 ROOFLOAD/N6, _— -` r----4-. - 25psf LIVE LOAD 11 '1 E. U W frnTl J L 1 7psF DEAD LOAD . it _ 0 0 o � B �ry -as _w z z rn —• d� a �3 ,gid-:,-r i - 1 S 1 II Z -l ® J-1 ,-(1-1 J H J'1 =-1 ul — i1 N r -- -` Jtl: �B1 Act 4>"x' nK i �' •• - ii E Q 1111 U- v- y a T as ' — — 5 4a %mons Il 24 r 65 — J1 J 4"_,_tfj. J 1 7' 1 1/2" N R 1 11. J lV n W R 1 ---- - 1. i�j\i xID Z Ii : __`� 1, W rfl ._I'1 -1 l.- - -13-4------11 O RFPI*BLOGKING PANELS run BEARING riALL ABOVE _ e, 11 _ _ N'S. e - 1 4 J5 ;' ' .14 -1I ® R1 z p B1 5cv z. _ _ — !1 - '$1 R1 p ----- y, ------ V. �__.- c0 il OLIO BLOCK ALL r I I 11 Al,II NS A:LLKSaVAS NBL+OGKS J2 J2 ppIs' P05i5 FROM ABOVE 9 -J2 , - J2 II PeK verAiL A, a.wArcN acJ2 I 1 J3 --- — BEAKING A POST ABLOGKS \_ �` BELOry TO POST ABOVE. -J2 � - .� J2 -- 111111 `�II�\ u a J..2 1 J 2 JB2 I ..�Ih / l J2 2x4 PONT.ALL BELO.BEAM I J` 1=— ---_ __ J� III %4 rONYWALL BELAn18lAM 86 13 III - 65 LL__ ------ 11 8'-4 1/2" 1 0-3/8" , i R 1 R 1 Jam'1 I- 1 8'-4-1'✓8" I POST LOAD TRANSFER DETAIL JS J:.1 rrs. JD tg I ' _ ��� [[ ii E I - 1 u 1 J2 -12 ''0 i i , }??J._ IR1 R1 B1OIj II_ __ J8 .��3 J JS—$. It' 1 '.w, PORCH R1 I " 1 I I R PORCH R1 R1 PL 1 5-4 10(MAIN) POLYGON I ND(BASEMENT WITH JOISTS) MrK• Material rlldth Depth Grade Qty Gut Lth Tot Lth � � �_ � I IMPOR T�4 NT.I 51 RigidLam LVL 1 3/4 11 7/3 1.5E 3 4 12 52 RigidLam LVL 1 3/4 1 1 1/0 1.5E 1 15 16 REFERENCE INSTALLATION 53 RigidLarn LVL 1 3/4 11 7/6 1.5E 2 1 8 36 GUIDE FOR ALL FRAMING 54 RigidLam LVL 1 3/4 11 7/5 1.5E 1 20 20 DETAILS AND I--JOIST INFORMATION 55 RigidLam LVL 1 3/4 11 7/8 1.5E 3 14 42 B6 RigidLam LVL 1 3/4 11 7/5 1.5E I 8 5 57 RigidLam LVL 1 3/4 11 7/5 1.5E 1 2 2 55 BIG BEAM 1 11 1/5 2.1E 2 14 25 LEGEND: BN BIG RFF1-2 M 5 1/4 11 1/8 2.1E 1 14 14 510 RigidLam LVL 1 3/4 11 1/8 1.5E 2 6 12 21 RFPI-2o 1 3/4 11 7/8 66 1 5 1185 Filler blocking is not structurally required provided both ( H }—-HANGER GALLOUT J2 RFPI-20 1 3/4 11 1/5 a 30 270 I-Joists are continuously laterally supported by®/ -SUPPORTING POST 23 RFPI-20 1 3/4 11 1/8 4 32 128 connection to the sheathing at the top flange.In TRUSS COMPANY J4 RFPI-20 1 3/4 11 7/8 1 14 14 addition,the joint in the sheathing shall be positioned ✓ �+ J5 RFPI-20 =POST LOAD ABOVE 1 3/4 11 7/8 14 4 56 over the center of one of the two top flanges to assure J6 RFPI-20 1 3/4 11 7/8 1 24 24 shear transfer between sheathing panels. 105 15 SW ALLEN BLVD BEAVERTON,OREGON 41005 (503)858-9663 R =RIMBOARD J7 RFPI-20 1 3/4 11 7/8 1 12 12 25 RFPI-20 1 3/4 1 1 1/5 1 1 6 56 na"q.u::r LB =LVL BLOCKINGPLAN DESCRIPTION/NUMBER: 1 9D (BASEMENT WITH JOISTS) JB =JOIST BLOCKING R1 OSB Rlm 1 111 1 7/8 8 16 125 1 BLKG 1.15 LVL 1 3/4 1/5 1.5E 26 3 73 .. sNaSpaunq 1 5 z''ns 2s15avr' 311z CUSTOMER: POLYGON J -JOI5T GALLOUT 262 BLKG RFPI-20 1 3/4 11 1/5 15 3 45 R`°°"°'^'"ts Mln M. Mtn Max Mr Man e,, Max M'" Alar PLAN DATED: 1 1/30/1 5 DBL I-JOIST WITHOUT FILLER GONSTRUGTION Bd box 2" 1e' r 1e z 24 z 24 r 24 5 =BEAM(FLUSH w/JOIST) Accessories N.r.s. B°m'""on ' DESIGNER: KAKI 1_HENVER5ON DATE: 1 2/3/1 5 24 NOR -HEADER(BEAM BELOW JOIST) H1 MIT 1 1.85-or-ITT 1 1.58 ' 29 oda,2d r 2 2 z4 r 550=BEAM BY OTHERS H3 H3 55UL55U 11.55 42 �� I25 1 PL 1 5-4 1 0 (MAIN) SHEET:2 of 3 50'-0" 11'-5112" I 38'-6112" It—.- --__, N t I I I I I I I I II I I I I I I I I I WM 111111111111111111 I J1 _1► 1== � glRiggR VAUJI zo "' J2 � I_ J2C I I I I I t • I- —.1 ,1 114 s; /�•I_J1lai AUI_J2 _�, ;.� J5C .M- N •1 iP115 I 'IIII \��I J6C I J7 J4 �_ oja J5 _II II __ IJ8 JsI1J10J7 4J8I ISI\ illi 1I_ _I ISI\�, I�I�IiJ12co 4 CJ10 _l Milk .1111 I J10v- I �IU� 1�1'�I' I_ J9 \ I IllEr . m M il:1 1 IMMO ; : N IIS■��I _ ■I■I IMEINIIII cJ 11 ilmouI IIIIIEMI DJ 13 1 4) _I MEI - DJ14 CJ12 _ ME1 1 :12 �1 II15 w13 �' ----.4.--- B1 (2) - CJ14 _illimillillirlil, 6 1F I iii: I 11111.1_ SJ4 _� • • ' S3I /f_�._�_1_1___I_�I_ SJ3 _1� 1iH'fl – / % I I I 4 1 I. oIImmIIIIm I \ 4 I I ., co NCNI 5 I I I 1 I ,I w / / h' 20'-5112" 501-0" 20'-8" ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT REVISIONS NOTED ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ NON-CONFORMING—REVISE& RESUBMIT REVISIONS AS SHOWN THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ElNON-CONFORMING-REVISE AND RESUBMIT WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 BY: MRP Date 12/15/2015 CT ENGINEERING INC MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/19114 TR PLASS CA COU"TIONS A OLY.REFERD° ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-D POLYGON DESIGNOER ENGIONEER OFDIR CORD al RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 5O1- I D CHECKED BY: REVIEW AND APPROVE OF ALL TRUSS � COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ti GARAGE LEFT 3132" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. • START FRAMING HERE / 9-00-00 4 (O 8-00-00 L Ir 4 / MLU 1 MOVE JOISTS +/- 4" TO `�� U Ti 'I � 24" OPEN WEB JOIST @ 19.2"O.C. AVOID PLUMBING 1.10 - 4 LT_1 POLYGON ® 19D (BASEMENT WITH JOISTS) =II' N PL15-410 UPPER LL LL 12/3/2015 m co co 0 o r` r` r` r` ;o ,_ LL LL LL LL �LL LL LL LL LL 'yLL . F28"F28"F31 Products PlotID Length Product Plies Net Qty BM5 13-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 �- co N co N N N co BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 EX=ND(F14>4s A BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 E CONFORMS TO DESIGN CONCEPT N N ,,N Nvdsii N LL , BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 CONFORMS TO DESIGN CONCEPT WITH I FOS 0 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 REVISIONS AS SHOWN \ I• 11-.1 NON-CONFORMING-REVISE AND RESUBMIT 2Ei F28 F28,,_.A. - ! --1- 1 -1 1----1--1 -- 1 --!- I!_ - -�- - --� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IBM6I --0--- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �' N N N A f I T 1 1'-04r09� ACCESSORIES QTY FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE /)gi LL LL LL; ' OA DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY F40 F40 29 F28 28_ 28f28 F28'F28 F28�F28 IF28F3,�0 HIT424 50 OVER THIS SHOP DRAWING. in �i - QA By: MR Data 12/10/2015 Q� N 2X4 DF#2&BTR FOR RIBBON 186' CT ENGINEERING INC - ' LL I F01 W cANFORMs TO DESIGN c0N®r ❑CONFORMS TO DIMON DONCEPT WM4 REY1510�6 NORU '//'����\��\}} N \ NON -REVISE 3RESUBMR \J LML 0 F w m:.-T,•;•,� S7 — FLOOR LOADING I 4 a rFw. I I ® l�pp 'T BK1=BLOCKING •,•�1 1 Lt co DO CD CD CD CD (O CD tb [O c0 RMl=RIM BOARD 40 LL ar„ Jesse LH dim, k.E:Dag 1z111lis • 111_u-'_i_u LL LL.L LL LL 'LL LL LL LL LL LL li Li El 15 DL MILBRANDT ARCHITECTSNt II �I� II' REFER TO STRUCTURAL PLAN FOR ADDITIONAL __[_ T R n. LL AND SHOEAR BLOCKING REQUIREMENTS. LL LL LL LL 'LL LL LL LL LL LL LL 116111111111111111101111111 lir F03 O —. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/48D DEFLECTION CRITERIA 1 F28 F28; F28 0 111-0 2 L__11____4___L_a___1-___k____g____11_,Till GF28 F41 F40 ® F28 F28 F28 W IIit,-,.--,= =-,-,=.-:1 �I' I1 /F2 5-00-08 / F28 F28 F30 '9' �_�� DO NOT: Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. PacifI .uiiiber " ,' SCALE: 1/4"=11-0"on 24 x36 SHEET & TRUSS COMPANY I SHEET 3 OF 3