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Plans (27) 0-1S7 /6 --6)O I L5-0L(2 Stl; tc2/7Cprz LEGE 2S IWO8CA ND: - ss SANITARY SEWER Pacific300 ��D STORM DRAIN Community Design 425.2 425.7 VI---- WATER LINE 12564 SW Main Street 36.3` MANHOLE Tigard,OR 97223 x"--r-r-`- "mr-r- -c_'.T„3'. .0..1 :r"�l"ry rP.:�'t`r rmr—v „T-•.,: . ,`".{,.."'"�.`---'F`t"'„A""A"it'd?" [T]503-941-9484 CATCH BASIN _.._. ...---- -- ��'` _ `�v \ DATE:4111.411.111114/1101,40.1111.410411.11104011110,11111.0.111111,41114) 41101, , 5/12/2016 438— �►� y ' � v\ v STREET LIGHT 29.04 7.00'._ �+1m6�'__ '4 '430 \ REVISIONS —440 - 22,78' ",` \ A- ,\ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 442 ��' `� 431.6 EROSION CONTROL — M4 _.__.... 444—. 12.44���i '` g 'tj 446. \IIII` \--- a ' -- -_ }�'....... ] 1 I --� 1 Ir-4 45 1 I (' ; j III 1. 1 / 4 1 $ I I/I IQ --17,360 SF 1 1 I . 1 _ / f ( SETBACK SUMMARY ......I /BUILDING: 5019AD ; I FRONT SETBACK: 20' 5.00'4� '� / FF=459.2 1 • I � / BFF=450.2 i I I ' 1 l p g SIDE SETBACK: 5' 1 I 1 i TRACT H STREET SIDE SETBACK: 15' 01 I ,`% I \ I\ ;` 1 / � a REAR SETBACK: 15' 46 —448 J— i / 1 �� — 450' i _ l fe r ti , ."_ _2 _ \L\\\,� 446.4 T —GARAGE .._ ��` .,c __ 452 1 - 1 70 , E -454 —�— —......_____ N r - - J 456` _ _... 1 \� \ ♦� ', Z5 L �- �� '' 450'. ♦ r N 1 — r — — i PORCH t—- \,... 4It\ I I � LOT COVERAGE: N Isz o —L�-- -°J 454_ � ♦ 451.6 -�. ---=-----=--:456_- _1 T-{------ \` LOT AREA: 7,360 SF `' PUE,TYP 28.98' 21.33' — ' 7 /' POLYGON AT SIDEWALK 1 - 43 -'"'-458-�:-moi. , 'Na "" BUILDING FOOTPRINT: 2,364 SF L.yL456.9 � T - \N BULL 3ID • �, i , �� COVERED PORCH: 98 SF v ti3, 8 v ..- , _r- MOUNT o \`tet 45s o MOUNTAIN IA 7 ..... -` v �', �; .,� , V CANTILEVER LIVING SPACE: 41 SF ® t uxj � -----'---- , \ / \ - \ COVERED PATIO: 0 SF o /WATER METER SANITARY LATERAL PLANT (3) KATSURA TREE/ N 0. f` ii SS S " '' DECK AREA: 146 SF _ `, S- CERCIDIPHYLLUM LOT 45 JAPONICA: 2" CAL., BEtB 1 PLOT PLAN STORM LATERAL� SW 154TH DRIVE I TOTAL COVERAGE: 2,649 SF ..- 4 SD ---_ 50 -- °D '--- SD-------- SD —SD-. ----- • I a _ t 36. 0 ! IMPERVIOUS AREA: 3,322 SF � ` --«--; _"'�� j tom. �4' k i, E a a 0 N 0'1. _ \ \ \ n CITY OF TIGARD c POLYGON NORTHWEST (503) 221 -1920 Approved 1 y Planning0 PROJECT NO.: 395-031 2S1W8 Date: C/11 / i co TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE C LOT 45 (R-4.5, LARGE) Initials: v D 0 10 20 co POLYGON AT BULL MOUNTAIN 0 Z 15047 SW 154TH AVE , INCH=20 FEET .� 11'-51/2' / R •—, 4 :12 coo Q CONFORMS TO DESIGN CONCEPT Or El CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN1 060, I] NON-CONFORMING-REVISE AND RESUBMIT - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I 1 1 �I 1 ' .. I • V WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ 1 FABAICATORIVENDOR Of RESPONSIBILITY FOR CONFORMANCE WITH THE i / r 1 I DESIGN IS SHOPS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY \\\\\\ DOVERESI NNIS SHOP GAMING. BY.MRP Date 12/15/2015 • CT ENGINEERING INC \\\\\*\\\*.CEP :12 , \ \\\\\\\\\ 1 c? r14 a v G us t3 a /\ _ / i / 7\\ , \ / \ /HLS 3 3:12 •I i 14:12 14:12 14:12\ i pr • !,, ( r / HUS26 ' v 1 1 -L. N a [ ..—.. 3 B .__ 1 ILL 44. 21 El CONFORMS TO DESIGN CONCEPT CO / W REVISIONS NOTEDSIGN CONCEPT WITH CO ILA ❑NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS SEFTI REVIEWED FUR GENERAL CONFL FMANCE GARAGE W TH DESIGN CONCEPT ONLV A b DOES NOT RELI H i THE FFAkICATORNF.NDOR FREE FORF CONFORMANCE WITH DESIGN so I DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP ORAV,ING. By Alexia Fukui Date 8/12/15 20'-51/4' MILBRANDT ARCHITECTS I- -1 15'-3 3/4 J9'4V; -111/2' I- � .) �. .1 I 1 /�11 15 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/1z1 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL •i PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER , . 5019-A POLYGON INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS ' # Umber PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 5019 / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS COMPANY DESIGNS PRIOR TO CONSTRUCTION. a= DELIVERY LOCATION: SCALE: REVISION-3: „- 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2015 quality 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 RIGID LAM LVL RI GIDRI 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 ROSEBURG FOREST PRODUCTS ROSEBURG WREST PRo000Ts 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$100,000 per work infringed willfully. 40RFPFJoIST ROSEBURG PORES PRODUCTS START START CONTRACTOR NOTES: DES/6N NOTES: FRAMINGFRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ / HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED TDESIGNEDHEOLIVE LOAD MEET OR (UNLESS NOTED OTHERWISE) DEFLECTION CRITERIA 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 lb"O.G, 3)ALL BEAMS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: PATIO FOR PLUMBING 40psf LIVE LOAD PATIO I I 5)PROVIDE PRO ER SUPPORT AT ALL 1 2psf DEAD LOAD I R1 R1 I SHEARWAL 1 N I I' H I I � , ---- - I SLEEP/N6 AREAS: -.. a ---.—T----77----I III 1 I 'I ;I ;; �I ;I --r-- -- - --- F' TH/5 PLAGEMENTPLANONLY. 3Opsf LIVE LOAD 11 11 i '' 1111 SIF j 11 Il I This Iayo is to be used in conjunction with 1 2psf DEAD LOAD ii 1 1: 1 1 ii Archi ctural/Structural plans.Verify all R1 sh wall blocking placement and connectors ROOFLOAD/N6: R1 1 urchaser responsible for approving this 25p5f LIVE LOAD ISI li 71 1 j ayout prior to any construction. 1'Ipsf DEAD LOAD 1 11 1 11 .4,...,:41,.s.„1—� 1 =,� t_ .� ? • 11 � R 1 R 1 ��ii --= •I. 1--- -.L -.. .._ 121Y! 1 1 J , , 1 1j I 1 Ili I I 1 1 1 1/2 .i ! li 1 1+111 1/2 11 �� LL I I I �C J5464 J3.11_3J _5*-3.0J5j5 ' JBJ,5J5J5JSJ<= -.=.J15 J8J3-13J J 1 it a,""ae (!'��� 1i 1 I -,:a k.. w .,ate F . ////4!I 1 I I RFPI BLOCKING PANELS YaTH GEARING IVALL ABOVE NT$. B1> 1 ! 511 1 9 1i • / .61 1h4 1 " •• 0 I �i 1 l G II I f a i 1 6 �I AdiiiiII�j� . 13[0.121.AREA OF n,o�sTAsoKS e ��IIM /iii POST LOAD TRANSFER DETAIL NT.5. • I 1 I PORCH 1 1 PORCH IMPORTANT! REFERENCE INSTALLATION CONFORMS TO DESIGN CONCEPT GUIDE FOR ALL RAMING DETAILS AND II--JO STFINFORMATION ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN LEGEND: El NON CONFORMING REVISE AND RESUBMIT palm umber � PL 1 5-408(Basement Floor) THIS SHOP MING HAS BEEN REVISED FOR GENERAL CONFORMANCE ®CONFORMS \ TO DESIGN CONCEPT ( H Y-.•HANGER GALLOUT POLYGON 1 9A(BASEMENT WITH JOISTS) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE0,g5tIGN CONCEPT WITX �/ FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ❑ ev ® -SUPPORTING POST Mrk* I Material I Width I Depth 1&rade ON I Gut Lth 1 Tot Lth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 & TRUSS COMPANY B 1 RigidL am LVL 1 3/4 19 1/2 1.5E 2 4 8 OVER THIS SHOP DRAWING. ' " . ® -POST LOAD ABOVE B2 RigidLam LVL 1 5/4 9 1/2 1.5E 2 2 4 BY: MRP Bate 12/10/2015 CT ENGINEERING INC CTS R -RIMBOARD JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 25 3 15 Matle 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING JB2 BLKGRFPI-20 1 3/4 9 1/2 15 3 59 MILBRANDT ARCHITECTS J1 RFPI-20 1 3/4 9 1/2 2 22 44 PLAN DESCRIPTION/NUMBER: 1 9A (BASEMENT WITH JOISTS) JB -JOIST BLOCKING J2 RFPI-20 1 3/4 9 1/2 2 14 25 CUSTOMER: POLYGON J -JOIST CALLOUT J3 RFPI-20 1 3/4 9 1/2 , 24 26 624 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/15 B -BEAM(FLUSH w/JOIST) R1 055 Rim 1 9 1/2 3 15 48 SCALE: 1/4"- 1'-0" DESIGNER: KAM/L.HENDERSON DATE: 12/3/15 HDR -HEADER(BEAM BELOW JOIST) Accessories 550-BEAM BY OTHERS Hi ITT9.5 4 PL 1 5-4 0 5 BASEMENT FLOOR SHEET: 1 of 3 CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2[114 ROSEBURG FRAMING SYSTEM'" 1)VERIFY ALL FRAMING CONDITIONS These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. QuOIdY engineered wood products for todov'S Wilde:- 2)ALL FOOTINGS PER DESIGNER'S PLAN The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber (UNLESS NOTED OTHERWISE) Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other RIGIDLAM-LVL RIGIDRIMr" 3)ALL SEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or (UNLESS NOTED OTHERWISE) copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include aos•aaaa rayon Faooucnse+ma R>YESf vaOLR+ClS 4)USE CAUTION WHEN GUTTING penalties of up to$20,000 per worK Infringed,and$100,000 per work Infringed willfully. FOR PLUMBING40C"StRFP/Jam - 5)PROVIDE PROPER SUPPORT AT ALL SHEAR W ALLSroa THIS 15 A PLACEMENT PLAN ONLY PES/6N NOTES: This layout is to be used in con junction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors. MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"- 1'-O" DEFLECTION CRITERIA STARTOF ayout prior to any construction. START , FRAMING 3'-31/4" DECKI 3'-31/4" FRAMING PLOORLOAD/N6: HERE I \R 1 DECK 40 5f LIVE LOAD _L (2)B3 lR 1.__ I HERE 1 2psf DEAD LOAD R 1 J (2)B3 __- _-_- R 1 SLEEP/N6 AREAS: -- -- J 9 --__ _ - J1 - --- = �__ -i- - ---Al ____ 3O sf LIVE LOAD �'- _ H - ......_-.......- • 1 f DEAD LOAD �� _ J1 " -I 1 - _. ® - tea- — 19 ■ 2ps r- -- y 7-7 --- - ______ - ROOF LOADING: f LIVE LOAD 1 _1 '. .J=t- _ J ¢ rn ' __- - •— - ROp f DEAF LOAD v -- _Tti_ ,,,-,-._ 1 ■ _ 41) _, _ g.,,,,„:„.7111,12_4 -lt- --- - --- - iV_ < ni> _ _1I. _ '.�-. VIP''° -� ��,' , , cs, ,_ =_ � — = WZ 0W - f-- _— - — - ���� R1 1V x R1 --- �r1� i - 11 m Z 3 5 - ,'U ,, /, III,, p H Z O .:A '1 B8 W Z �. ry .-zo.,.,-.yw --- n N I -i I _. -"'B1 -p-�s---:4 • --- W 11t -- _--- 6iik:',.1 1 '-- Q RPPIELOGKING PANELS MTH GEARING PALL NT5 -1 eIII'----4r..---4 .� to - ,/�11.1 11 .. 1 �. S e --� 'Ii/ R 1 cl L I I jak,Ak t. i 0r ,- ,L A AIIE BEARING AREA BLOGICS TO POST ABO . 1 r J2 _'2 12 - -= llill � � _ _ _ 1110 / E F 1- BEAM rAi��g HIE i II '-3'-4 1/2" I, 10'-3/8' J51 `' mo— ' -lRt R1 _1� 8 f i =--- _- ---- _ __ _ • • _ POST LOAD TRANSFER DETAIL JB 1 U J 1 ('.I` = ------- ---.42.= __- QX CONFORMS TO DESIGN CONCEPT - ri CONFORMS TO DESIGN CONCEPT WITH T ••..•• REVISIONS NOTED ElNON-CONFORMING—REVISE&RESUBMIT 1 11'-51/2" THIS WITHSHOP DESIGNA�CONNG CEPT AS EEN ON Y REVIEWEDNDFOR DOES GENERAL NOTREELIEVE CONFORMANCEE FABRICATORNENCOR OF RESPONSIRILIN FOR CONFORMANCE WITH DESIGN / I' DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 4• iW By Alexia fukui Date 8/12/15 a MILBRANDT ARCHITECTS Q CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH Y . REVISIONS AS SHOWN A I -7- \ J ti NON.CONFORMING-REVISE AND RESUBMIT NIS BNP OPAWING MS BEER WIEMO FOR GENERA,MM.. I WITH TNF DESIGN CONCEPT ONLY AWDOES ROI REIEEYE THE DESIGNfABRIOMAiVENDORCROS Of PECIFICATIONS LLA F MICR RA WITH THE DESIGN OBAE'IRGS ARO SPECIFICATIONS ALL OF MICR NCE FNIORIE I OVER TRIS MP DRAWING. C MRP Det'12/152015 4s:1 ' \ 1SCT ENGINEERING INC �D I CCP I I\\ I 6:12 \\\ 1 1111\ 1N( I v i • OT ei /f O /(' \X C� V a . , / \ , 1 s:1 1126 41:11 14:12 I �� H 14 12 k �: v 1 `M ---a: - -/ [_,_ ���t .r e 0 COsr LL LL I o Ni- e \ d' F 20'-5 1/4" L I- 13=111/2' I 15'-3 3/4" 1 j ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/14 PLACEMENTTRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-A POLYGON INFORMATION.BUILDING DES RESPONSIBLE FOR ER ALL ON-TRU RECORD ' umber PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 5019 / A CHECKED BY: DESIGNER/ENGINEER OFRECORDTO REVIEWAND APPROVE OF ALL D COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - l' 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 9-00-000 Q./Lfl/ / 8-00-00 2 ....pia 3jB 111— ..R'.�PIE MOVE JOISTS +1- 4" TO g� I AVOID PLUMBING o LL - �. 24"OPEN WEB JOIST @ 19.2"O.C. O ® POLYGON q—®::. V ® ® :. NN 3 LL LL 19A (BASEMENT WITH JOISTS) PL15-408 UPPER 12/3/2015 LL LL LL. U LL U 'LL LL '.LL LL LL U. LL 1I, L.L. LL LL LL LL LL LL LL F28F8131 Products PIotID Length Product Plies Net Qty LL LL LL 'LL LL LL LL LL BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 re, rN«�o� s BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 LL LL F05 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 \I / 2 11-0 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 2B F250.F 8 ,L II I___IL_,_ 1_1 M4 l._ L_IL_L__1L_lI- e + 1/3M61 � z �- M6� � --o z— —a---s-- `:.D �N N 'N; 17-04 ®—-ff11, - 9 /4 LL U. 1Lh d 1 29 401E-28-F40 -28-F28 F28 F28 F28 28 F28 528F3G1 ACCESSORIES QTY - - - - : ® HIT424 64 O 2X4 DF#2&BTR FOR RIBBON 194' N - LL F01 2LL A ` ® v,r NO=BLOCKING FLOOR LOADING �,.-- LD ID j� (D LD p: RM1=RIM BOARD 40 LL IL,:LL LL ILL LL LL LL LL LL LL LL LL LL 15 DL : M N� REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING _-- L.- a U. -U- a Li ILL u- L.L. LL. u au 1 - - AND SHEAR BLOCKING REQUIREMENTS. ® ' 'F03� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN O I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F28 F28 F28 8 'Or-0, 89 / L d j ®13-18 15 in as O ® 2 ® •:.O • .•® ' ® .- u- �u_ pIL-,u , -4LI_ fl1,_ ®tL u_ , , F28 F40 - F28 F28 F28 co ®� =e i1�1—�—`�—�l F29 F41� F28 F28 F30 .12' I. w_�z1 5-00-06 DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Q CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT WITH Paoli umber REVISIONS AS SHOWN ®CONFORMS.a DESIGN CONCEPT SIGN CONCEPT �' E NON-CONFORMING-REVISE AND RESUBMIT H SCALE: 1/4"=1' 0" on 24"x36" SHEET & TRUSS COMPANY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE SHEET O F WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE „,� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 12/11ns DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY MILBRANDT ARCHITECTS OVER OVEfl THIS SHOP DRAWING. By: MRP Date 12/10/2015 CT ENGINEERING INC START FRAMING HERE Q 9-00-00 48-00-00 ®.5?x'9 -- It \ O ... J J;.. 9 O 3 C 9 ® ED6-J0 A J9: %9 0-.4/_ I : • MOVE JOISTS +1- 4" TO 8 _ AVOID PLUMBING / 'I oR'' 24"OPEN WEB JOIST @ 19.2" O.C. R ® POLYGON l °A LL LL19A (BASEMENT WITH JOISTS) PL15-408 UPPER 12/3/2015 I u_ LL LL LL LL LL LL LL LL LA �LL LL LL LL LL 'LL LL LL QLL LL _LL FM- 28'F28 Products 0, 0, c, ,,., 0, 0, 0 PIotID Length Product Plies Net Qty LL LL LL LL LL LL LL .`LL BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 a'EY (BD 5. .N BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 CONFORMS TO DESIGN CONCEPT F0 LL LL BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 X 2'-� 6 + I BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 ❑ —s_m__--a__o.—�_ _�—��_d_ d _.1__sa__�_ i. -2,...F2,.'F28' CONFORMS TO DESIGN CONCEPT WITH _ �_® REVISIONS AS SHOWN �T "`17-0a D9 F �� IBMsf Ni N ❑ NON-CONFORMING-REVISE AND RESUBMIT Q A `LI El LL,IACCESSORIES QTY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F30 F28 F28F28 iF28 f28 F28 F26 F28 F40 2Q_F40 2.9. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ME ® HIT424 64 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ ILL 2X4 DF#2&BTR FOR RIBBON 194' OVER THIS SHOP DRAWING, 01 By: MRP Date 12/10/2015 CT ENGINEERING INC 1CA CO 1rr LL H/i, ®m CONFORM,.DE CO CO m 5D 5o CO m 0 CO co im Ico mu:,�' ® IJ I RM.=BLOCKING RFLOOR LL DING Dm Foa s,,00[5 xCONCEPT WITH LL LL LL ILL LL LL LL LL LL LL 'LL �LL ' 15 DL 1:1 Nos CONFORMING-REVISE a mamma ON 0 I 11404I REFER TO STRUCTURAL PLAN FOR ADDITIONAL N POST TRANSFER BLOCKING By ;ess.naeM .. D,.v.JVYvs N N I i 1 M,: LL LL LL tL LA LL LL ILLLL LL �uLL AND SHEAR BLOCKING REQUIREMENTS. MILBRANDT ARCHITECTS �.F03I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 0 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 17.04-020A ' F28 F28 F26 13-'0-1 sa__ta_'fm_ _ee_� A _ _ a_Ei_ III To rn rn m a� m rn a, 91.0 I BM2 �• .�. � ,sem .•><, TlL a a --LL_1.L iL LL�LL. d ® 0 0 O 0 0 1 0 .. ����i� a ® tl OD F28 F28 F28 ® F40 F28 111—1—`I—111 oF30 F28 F28 F4�0-0B 29 1- --==4 --1 91. — --- DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Racrb umber SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS '' , COMPANY SHEET 3 OF 3