Loading...
Plans (111) MS _�Q\ '- ;c 1 QCA LL\ S�Q l�,t .�.5 � rr� LEGEND: sw._............._.. SANITARY SEWER Pacific — E g 7 s STORM DRAIN Community P —w Design 6 0' E / 0 � -k� Id 1 \ 1 �! P•_---- x-3,9 12564 SW MainStreet — IU,, TY WATER LIN ' ' ' `�' ® MANHOLE Tigard,OR 97223 ���T "---- 330.1 [T]503-941-9484 �"`-- 'R 330.3 - - - _ _14.1 T _ ___ _7A z` CATCH BASIN '-- 'T ___`. -„,-,-.-- ,�'' I ,iQ-�•-., a / DATE: 7/7/2017 _ 55.0' ' ' / --- 330 l -\ _ �' REVISIONS 331 { f~ I , � � - �;— STREET LIGHT NO. DATE DESCRIPTION t - 27.00' r 1 ( o STRAW WATTLE PERIMETER , -�— I ' EROSION CONTROL LJ � i � b. , � I - �� FLOW DIRECTION ARROW At 1 I (2) GOLDENRAIN I I tl _ ,� STREET SECTION SEE ,- TREE / 0 '� ` I' CONSTRUCTION DOCUMENTS t t 64 l 13.00 Si, KOELREUTERIA j 1 4,908 SF It % _ PANICULATA : ..... i 5.00' �y a / -- )34 t oma, '; BUILDING: 3D DL 1 ---- ---- k SETBACK SUMMARY - IF FF=348.00 w \ 65 _ / FRONT SETBACK: 12' BFF=339.00 I /• z SIDE SETBACK: 3' �I J I ? 5> STREET SIDE SETBACK: 8' I -____ -II-----_____-_ Ii - -- I I ---- -- -331€1 � ;I .. .- _ FRONT GARAGE SETBACK: 20' a - __ _ I l I-__”-_332- P. ----_____ I I GARAGE 333 I;_ I FRONT PORCH SETBACK: 8' N --_----- i_________--_____ f _ —` -335 3 -- _ il€_ ..at . .rno REAR SETBACK: 15' _ �3& 3 5- I , t 1 ca i _( 33 �� ■� i ,, q / REAR COVERED PATIO SETBACK 10 N33 o =I - 3 33 ----PORCH-. I � # S N 1_ ' R. 6.00' [ /JLL _1-V .:T.:: :J 21 .. ..... r ,, - I i PUE, TYP. 1 " / T ' VISION - — �`;, II ( 3. LOT COVERAGE: I 18.50'- ��, ,t ; CLEARANCE A: _ 20.00' .i,, ' !rte • �, TRIANGLE HL RIVER N - i' - - - /-- - - - - ;/ - --.- ', j Ili 1 1 ,.>.,, € C: LOT AREA: 4,908 SF / ! TERRACE `�— r i41 0 , 1�- i= 337.0` l r / /-1-0„--„,- 71 1Milr' BUILDING FOOTPRINT: 1,569 SF EAST 4 / ,/ ;7-340.0 y 1' •' _ t ,,; �f 'O // A ,Y / A& F �l COVERED PORCH: 39 SF 5, -_.: SANITARY LATERAL t . , STORM LATERAL J i ITS I M '‘W' y l M 6, Ili COVERED REAR PATIO: 0 SF \LO ` l \F _ \ �._ a (1) ROHANI EUROPEAN WATER METER CANTILEVER LIVING SPACE: 238 SF o• } BEECH / FAGUS / ` 64 / J/ SYLVATICA'ROHANII' Lr� > r j DECK AREA: 0 SF PLOT PLAN u (� / N r- �n I I A C2J „y ( X ' "' \.�/.' ' 1 ..- TOTAL COVERAGE: 1,846 SF i SW LARKSPRING LANE / I / 2)n it / N, Y ),,, ..,./ }. // � /_____ ..� /. V .{f .- r 37.6 % 0_ AImo. 1 t ,� Yom-- 111 '� ,''�J' 1:1-'2 ''I / N D 75 �I n k 1/ ,/ ,I ,77,____„,..,, IMPERVIOUS AREA: 2,428 SF FL v 0 POLYGON NORTHWEST (503) 221 -1920 C1 � 0.D TYPE NO.: 395-041 riu CONSTRUCTION 251 W6 approved by Planning SCALE REVIEWED BY: PRE LOT 64 (R-7, STANDARD) Date: 3 L� j 10 20 RIVER TERRACE EAST Initials: 1 INCH=20 FEET 16944 SW LARKSPRING LANE Z I ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHDP 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 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:000.25,2017 CT ENGINEERING INC POLYGON PLAN OPTION:3DDL-SG 14"OPEN WEB JOIST @ 19.2"O.C. PL15-339 UPPER 0 CONFORMS TO DESIGN CONCEPT 10/20/2017 D CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED fl NON-CONFORMING—REVISE&RESUBMIT VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ‘ 5-00-12 '� , FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE Aim DESIGN ' RM1 DRAWINGS,SPECIFICATIONS, APPLICABLE CODES,ALL OF WHICH HAVE O — OD PRIORITY OVER THIS SHOP DRAWING By Rae Hauff Date 10/26/17Products MILBRANDT ARCHITECTS 00,P14" PIotID Length Product Plies Net Qty RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 41-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 • 3 - - - - RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 E. E E , E c ` o = `E E E c F E RM1 4-00-00 1"x 14"APA Rim Board 1 1 w u. u_ , ,,_ � „- ,_ LL u' LL W LL L_ BM24 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 / BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1� BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11M BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 QBK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 (� BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i 1 65-'3 '''-01 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F BM2 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 _a [j 10„ -�_•-, 0 , ,_ ,_' _� 8 ,� BM32 20-00-00 7 X 14 BIG BEAM 1 1 •-�-v- - -rte-� «-�- -• °"'�' TT�� - �2 05-0 � �69 04 1'1 0 rM8I ® BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 � = K1' BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 o RM1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 _ LL E. , __ t- —` BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 a) - BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 elY •,'' •"v • • - • - • FRLOOLOADING40 LL15 DL I�4 4~. _ BK1=BLOCKING--RM1=RIM BOARD ',p 4 K1 ®5-01-O -- : 3 — �' (I I, �.. ACCESSORIES QTY II'LV 0LL- LL LV LV LV TH017140-2 60 1 . - • . • - - © HUC412 2 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' I I a 3 Ill © HGUS4IG 1 CV 1 63-07 - 3K1I® I ®5-03-0 m —n-8 -fi> —01 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN - --_--- IBM21 IBM:il = O I----IBM7I--- I 1-= �I- = i::. 13-01-00. •6.=Il. i- •^'• I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. c � BM5 (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( I _\it SHEET 3 OF 3 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" Pacifi umber & TRUSS COMPANY PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"- o:.. wwa�yWa-wk:�...� i qualify engineered wood products for fodav's builder- 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 RIG I DLAM LVL RI GI D RI M- �°.r,: ,II I� IIBEARIN6 company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,�� PER VET.-I d HATCH product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODVCIT ROifBIIQCi IORESfPROOUCiS 'I� ----�,IIIBEARING AREA OF� BEI-011 TO copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \j ``�/ penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ��III11 4�RFP1-JoIST : ' �\r Rosnvroraer<srPRonRcv 1 i �II� CONTRACTOR NOTES: DES/6N NOTES: >a.....“ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .�vv� :"»�"'.°�;ww�i ""a""'�"A (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLoOKINS PANELSIVTH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.rs. N.rs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START 1-1/2 RFPI-20 @ 16"O.G. - 9-1/2 RFPI-20 16"O.G. SLEEP/N6 AREAS: START THIS IS A PLACEMENT PLAN ONL Y. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING I I FRAMING Architectural/Structural plans.Verify all HERE PATIO I PATIO HERE shear wall blocking placement and connectors. ROOPLOAD/N6: \ Purchaser responsible for approving this 25psf LIVE LOAD __- y ..-- JB1 - -- _ I_I__I�A__IMMI I_,� -__ ® y prior toa yconstruction. 1 p fDEAD LOAD _ ayout r n -f s nee -i- r 1 1 Ii ( it ® CONFORMS TO DESIGN CONCEPT I ❑ CONFORMS TO DESIGN CONCEPT WITH III' REVISIONS AS SHOWN J>2 _ _ _ . _ �- J" J52 ❑ NON CONFORMING REVISE AND RESUBMIT l II . I� THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE J I I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 151 J1 J1 J1 J1 1 J1 J1 J1 J1 J1 1 1 J1 J1 ' I 1 JI1 J1 1 1 J1 1 1 1 1 J1 J1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY II II J J{L',43 J3 J3 1 J3 J3 J3 J3 Js J5 I. -- . 3 J3 J. - - _ OVER THIS SHOP DRAWING. R 1 R 1 I By: Arnold A.Solomon Date:Oct.25 2017 F CT ENGINEERING INC ii : I L z. __ _ ____.,÷5,1_ _ _ _ - El CONFORMS TO DESIGN CONCEPT i m CONFORMS TO DESIGN CONCEPT WITH I 1I1—I REVISIONS NOTED 1 I J ❑ NON-CONFORMING-REVISE&RESUBMIT I __1_ I _ =I=I=I=I=I=I=®®=I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 I 1 i WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE /1 i) R 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1 I. it 51 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 - -.'''°1M1111 .1 I PRIORITY OVER THIS SHOP DRAWING. a�I�11111111m�m�®I®��I�{��- Rae Hauff Date 10/26/17 R1 ' R1 By �' 9'-2T/e 9-2 ve"--I MILBRANDT ARCHITECTS I I 1FML 1 PORGH -- PORGH 1 IMPORTANT/ REFERENCE INSTALLATION PL 1 5-55 9 (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 ON Out Lt111 Tot Lt1 J1 RFPI-20 1 3/4 9 1/2 14 24 336 LEGEND: J2 RFPI-2o 1 3/4 9 1/2 2 26 52 �� J3 RFPI-20 1 3/4 9 1/2 10 a 280 al um er ( H }--HANGER CALLOUS J4 RFPI-20 1 3/4 9 1/2 1 8 8 �/ JS 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 COMPANY R1 OSB Rim 1 9 1/2 a 16 126 -POST LOAD ABOVE JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 15 3 39 SCALE: 1/4"- 1'-0" R -RIMBOARD JB2 BLKG RFPI-20 1 3/4 9 1/2 26 3 15 5930 JEAN ROAD LAKE 05WEGO,OREGON 91035 (503)855-9663 LB -LVL BLOCKING Accessories PLAN DESCRIPTION/NUMBER: 312DL-56 JB -JOIST BLOCKING H1 I THO 1 T 950-or-ITT 9.5 4 CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) DESIGNER: K.4M/L.HENDER50N DATE: 1 0/1 2/1 5 HDR -HEADER(BEAM BELOW JOIST) BBO=BEAM BY OTHERS FL 1 5-5 3 9 BASEMENT FLOOR SHEET:1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM' . �.R quality engineered wood products for today's builder 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 RI GI D V/1M LVL RI GI D R I M- ^c' w �� ,.• � Al 0 ��I company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ir I `"°• 9.,,`." , () a product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or PP p N Rasraura FOREST MOW= aosEsmc MAST PROW= I� / --__A I� ee:.00 TO eosrneooe copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \/ penalties of up to$20,000 per work infringed.and$100,000 per work infringed willfully. ����N �RFPI-JoIST CONTRACTOR NOTES: GE5/6N NOTES: aa,..«„ 1)VERIFY ALL FRAMING CONDITIONS 7HI5 FLOOR SYSTEM WAS 4=7".ow o 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR n,,,W,,,,,,�„„,,, MAIN FLOOR JOIST LAYOUT (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOOKING PANELS rvITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.G. N.Ts. 4)USE CAUTION WHEN CUTTING DI FOR PLUMBING FLOORO6: LIVE LA 5)PROVIDE PROPER SUPPORT AT ALL psfD 1DEAD LOAD SHEARWALLS 1 2psf SLEEP/N6 AREAS: (DOUBLE) 1 1--!/8 RFPI-20 e 1 9.2"o.c. _ START START N- (DOUBLE) 1 1-1/B RFPI-20 e 1 9.2'O.G. THIS ISA PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD *SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING / SEE SHEATHING NAILING ATTACHMENT NOTEIIIII This layout is to be used in conjunction with 1 2p5f DEAD LOAD Architectural/Structural plans.Verify all HERE HERE shear wall blocking placement and connectors ROOF I.OAD/N6: Purchaser responsible for approving this 2Spsf LIVE LOAD B5 _ - c B5 ayout prior to any construction. 1-7psf DEAD LOAD — .. - HD 1 I H>DR1 I�1._. ..31 HD- 1 II II: I 1 ® CONFORMS TO DESIGN CONCEPT I i� II I 1I Ij ii E CONFORMS TO DESIGN CONCEPT WITH f REVISIONS AS SHOWN J1 JI 1 Ji J I j1 JI J j1 4I -II Ji 41 J' JI 41 J J J1 J 1 41 '1 1 J 11 J 1 41 I 1 41 .aa 1 I1 1 Olt Jt 1 1 NONCONFORMING REVISE AND RESUBMIT J1 J' , J 1 J 1 J J 1 J J J 1 J 4l J J J -1 J J;1 J 1 1 J 1 1 1 1 1 1 11 1 '1 1 41 J1 1 JJ 1 1 41 41 1 1 THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ;; I I'I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I R 1 Ili) 111 ',,' : III R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i.. : -,,I; OVER THIS SHOP DRAWING. ill 1II I' Iii By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC II • 1 I LL a ,Lt, 11, LL 11 �_ L �,I�IL J� _II 'NJ',. II IL _ _ II H-- lIt 1 r T r Tar r--r r TT 11 11311,1} _J. r rH tr r---_ 'r _L i r r14 L J6-LL J n r T B 1T , D l,r 1.,LL 1 r it r 11___-Jr 1L JA. .La. ..L.L-.1.1, ❑X CONFORMS TO DESIGN CONCEPT 2 J2 2 J2 J}� J J2 J2 J B 1 1 B2 62 Ilr 34r-r �'r--tlr -- CONFORMS OO DESIGN CONCEPT WITH REVISIONS NOTED B4T Bi I I .� .� k J B3� - �B5 Je J• 12 J2 .1' J2 ."2 J2 .�2 _'2 D NON-CONFORMING-REVISE&RESUBMIT I 1 R1 IR 1 -• 1 R 1 '�® �� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LI ) j 1 - ; _L ___ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I _ III - - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE NTH DESIGN R1 66 - $6 R 1 DRAWINGS,ERSPECI9CATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. _ _�.__ By Rae Hauff Date 10/26/17 ! - � 1 j I MILBRANDT ARCHITECTS ..1 1 41 1 II I 41 J1 11 41 IR I R1 _.,..� 462 I 621 11-- I� R1 i JJ J J3 -13 J - J .4= J= J - , I ;I I ll. 1 I 1 PORGH PORCH R1 ` START START / R1 \FRAMING FRAMING - 1 1-7/8 RFPI-20 5 1 9.2"O.G. HERE HERE _ 1 1-7/5 RFPI-20 5 1 9.2"O.G. IMPORTANTI REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-339 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:31171,L-5G Mrke Material Width Depth &rade City Cut Ltt Tot Lt.) -- LEGEND: B 1 RigidLam LVL B2 RigidLam LVL 3 1/2 1 1/6 2.00 2 6 1 6 1 DOUBLE I-JOIST CONNECTION SPECS I ';i 3 1/2 1 v6 2.oE 6 6 Filler blocking is not structurally required provided both 53 RigidLam LVL 3 1/2 1 1/6 2.0E 4 4 aclfi L. umber 0_.HANGER GALLOUT 54 RigidLam LVL 3 1/2 1 1/6 2.0E 14 14 I-Joists are continuously laterally supported by 55 RigidLam LVL 1 3/4 1 1/6 1.5E 22 22 connection to the sheathing at the top flange.In Z -SUPPORTING POST 66 Rigid-am LVL 1 3/4 1 7/6 1.5E 4 4 -/ addition,the joint in the sheathing shall be positioned OTRUSS COMPANY ED -POST LOAD ABOVE HDR 1 BIG BEAM 5 1/2 9 1/2 2.1E a a over the center et one s the two top flanges to assure O[ R1 056 Rim 1 1 7/6 9 ib taa shear transfer between sheathing panels. R -RIMBOARD J1 RFPI-20 1 3/4 1 1/5 46 20 960 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING J2 RFPI-20 1 3/4 1 1/6 i 2 6 12 �- a ,a, J3 RFPI-20 1 3/4 1 Tib 6 15 105 ,,,< 01,1P 1015 2,:r _ PLAN DESCRIPTION/NUMBER: 3DDL-56 JB -JOIST BLOCKING J51 BLKG 1.75 LVL 1 3/4 1 1/5 1.5E 15 3 54 Require...Speang M Max Max , M M M a, m� CUSTOMER: POLYGON JE32 BLKGRFPI-20 1 3/4 11 1/5 10 3 30 '� m a" a" '� a� '� J -JOIST CALLOUT DEL I-JOIST WITHOUT FILLER CONSTRUCTION e,,tox r IF r ie r 24r 2a r 24PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) Accessories N.rs. or 121 r ,e r s r 2a r 2a r 24 H1 I-T4 1 1.58 20 G. DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 2/1 5 J HDR -HEADER(BEAM BELOW OIST) H2 MIT 1 1.66-or-ITT 1 1.55 16 HBO-BEAM BY OTHERS H3 HUG41 O 1 P L 1 5-3 5 q MAIN SHEET:2 of 3