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Plans (32) /5 2:-/s -\- x) 5cw Ave s"� /7 — O,7o _ \ yr ....!'ld.�C/_ ,,,,,,,,,„„,,.•,r_. . ...,, °Y.. v _ _X esc"„� ....Ir.-^a„Wn Px.�2Si' , ,: , `,sN _- _ 436.2 434=�_ _436.6 ____ -� LEGEND: w�� I�;;; 436 - il 27.0' ��P�c'1C1C �� .► � \ TRACT B - 55----- - SANITARY SEWER ,, x __ ..__ -- -___. --- % \ \ Communi-t 438 b ___ _-___________— _ 1.. _440 ---- - �__� �. y \ � STORM DRAIN �De5�ign�� f ,-- $- � 1 --- � % Ni PUBLIC TRAIL - '.- WATER LINE � y -t 442 12564 SW Main Street -- EASEMENT MANHOLE Tigard,OR 97223 _'-_.�.._... i 444_ - --___-_ SJ, � \ [T]503-941-9484 _.---� _ _ 446 _j �. N N CATCH BASIN DATE: 12/10/2015 1 N STREET LIGHT 1 f , .(/ REVISIONS r 1f ---" .., � ` STRAW WATTLE PERIMETER t. No. DATE DESCRIPTION t \ ' ''` -„ ` - ..__-_.�_ EROSION CONTROL ! :` i �� "'440.1 �'--„�� i i f i / / \ 38.8$' / \ o \\. SETBACK SUMMARY 1 i m .1i \ $a _ J I FRONT SETBACK: 20' " i n c - SIDE SETBACK: 5' /' i 1 / I/ \ STREET SIDE SETBACK: 15' • j r , r i REAR SETBACK: 15 ' / 1 i /1-7 22 1 ' L., (R) / ,, I , /f — _..a__ i i BUILDIN�S`0'17DR�D I I / \ / ; I r FF = 459.8 I ; / I \ / ; I BFF= 450.8 --4 ; -.1� 5.00' f' 0 m 1 21 I � I ,! o f 10.00' I 8,1145E I o, / ' LOT COVERAGE:Li, ,� f 2 F i _ — `� GARAGE I i i I__, v _..._..-.._.�—/ _ -- _ , ——______,�___.__..... ..._._-----�, I I I ....._..�.___------452--__..._ - I LOT AREA: 8,144 SF I . �..____._..------ -�—— —— ; —_------it-------1 II _";� _ _II___ --- I---- POLYGON AT r 0454 .-..._� ---1---y— I I�.�--- -----II I 45b��.I ---- i-----....._ BUILDING FOOTPRINT: 2,353 SF BULLcy, r- cam, o� -1-----...-er It_______---- -1 ` --- --- —1—-458-- I� I - Ila 13:— 1 I - -- I _ I --fit COVERED PORCH: 13 SF Lu - ___I--\ __-_ - MOUNTAIN = I �' CANTILEVER LIVING SPACE: 0 SF 27.00' 20.00' 24.00' 6.00' �_ - PUE COVERED PATIO: 0 SF _L\CV O _ `-,, .." - _ _ I I -- DECK AREA: 208 SF 21 f %'` I yf LOT \\'''k .\ \\K`� � 65,,,, ,NN6, .0' \ ki ___ - TOTAL COVERAGE. 2,574 SF PLOT PLAN 7-, 1 \% _17'.-__N \ 1 ---\--- a� I ; o 31.6 % �/ 455.9 r@` WATER METER > 458.3 �; SIDEWALK N �� , IMPERVIOUS AREA: 3,199 SF a 4 PLANT (2) STREET G ,� h; _._ , I o D - TREE: 2 CAL. SD - I [�--- c '- SD --— SD --- / YELLOWWOOD TREE / STORM LATERAL '37,5` \ ___ CLADRASTIS SANITARY LATERAL SW HUDSON AVENUE o ,�_ _ N KENTUCKIA - " , , 55 ________ _— Ss _--N.. ''Ss ______ se - c p_ POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD0 0 Q PROJECT NO.: 395-031 2 S 1 W im! Approved. by Planning TYPE: CONSTRUCTION 1 SCALE REVIEWED BY: PRE LOT 21 (R-4.5, LARGE) Date: 11u 10 co- POLYGON AT BULL MOUNTAIN Initials: 15275 SW HUDSON AVENUE 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2015 �E5/6NNOTES: ROSEBURG FRAMING SYSTEM— tt,ri^V.,i°nrrMlrii4•��rrc°Iy,r,.l^� HIS FLOOR SYSTEM WA quality engineered wood products for today's builder., udltelom.4.f:c�MJero,uc+°, :'u'°,rt i ^••��!^•�� :-.7,2=" 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. I.ESIGNED TO MEET OR SOLID ELOOKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber XGEED THE LIVE LOAD [/1� ®® ,�®I g■y`V0 ®$ [/.1g b°a-e°r''�� POSTS FROM ABOVE I C I®IAM L I. ■ I GI D I K °°�„ Al I� �j Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other K^H ,;,,, roDEAwNGEELov. �EFLEGTION CRITERIA ol,�,o„ IIIINSTALL SOUASHELOOKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSP8UR3 FOREST PRODUCTS uas�auaGFosraaocwers ,I�, ' °w,. , PER DETAIL 1G.MATCH copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include .F1.../450 \' // :,.,-.60,_,,,,.....4r, BEARING AREA OF BLOCKS py g p g gg � EELo ro PosTAeovE penalties of up to$20.000 per work infringed,ands 100,000 per work infringed willfully. FLOOR LIVE LOAD �, ',; ,� II� ! Opsf LIVE LOAD RFPs ®IST / 1 2psf DEAD LOAD ROSEBURG FORESt PRODUCTS �� it BASEMENT FLOOR JOIST LAYOUT - �,�/„, Iq� P A5: IIS SCALE: 1/4"= 1'-0" 3Opsf LIVE LOAD 1 2psf DEAD LOAD ,g.:t-,'',,:-nSTART START -o .:,- om5 R,,F D D/ 6: FRAMING FRAMING PPP!.BLOCKING PANELS sirs BEARING HALL ABOVE POST LOAD TRANSFER DETAIL 21.sf DEADEE LOADOA N.T.S. N.T.S. `' HERE HERE 1 7 sf - 9 1/2 RFPI 20 1 612FPI-20 e 16"O.C.• "O.G. 9 / RFPI-20 Z CONFORMS TO DESIGN CONCEPT R1 I it II INE I It II 1i—�'I li it R11"i]"!i —11-5 ii li 11 II I I PATIO 'I II ,I I ii 1 it Hit" II 1 I Ii !I ii Ir• l ! PATIO CONFORMS TO DESIGN CONCEPT WITH i 1 I III ii Ii I II '� I II II 11 ii i, I II ❑ REVISIONS AS SHOWN i� lI I ;I ! �4 ( ;I 'I II 1 i J�Ii I j i ❑ NON-CONFORMING-REVISE AND RESUBMIT I • i II Ili li 1 1 I, iI: I I , ! I 1 THIS SHOP DRAVYING HAS SEEN REVIEFED FCm DENERAL CONFORMANCE i i1 l =m - 1 '4,1 I ! i ,i I i iI J3 J3 J3 ,i 1 I I J3 J3 J3 ; I1 1 1 iYITH THE DESIGN CONCEPT ONLY AND DOES trOT RELIEVE THE .. it II I ! I 't II R 1 i (I lI it \ , , i i 1 FABRICATOR VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I i 1 II IJt�;1 II 1 1 ii 1 11 it 1 li I ,, i I i II J�11 t l 1 i I u B1 $1 1 II II 1 $1 nB�l I II it DESIGN DRAWINGS AND SPECIFICATIDNB ALL OF VTHICH HAVE PRIORITY 11 ( 1 I I I I.J J J3 J3 J3 J3-,3 I 11 ` j I ` I II OVER THIS SHOP GRAYING. i I' II I iI II I it J3 J3 3 J3 J 1 I II I , J3 J 3 J+ I I� _! h i ! 11 i� i1 ,ia i Ili' i !i Ii I ' 1•- 7� I 1 j '� i ,, "I II EI I ! i 1 • I 1 II I By: Amid P.Sale*rt Date:DE:ceah-r i• ` I 1 it •' .. I I I it 13 I II ,i II i I 1 I' ii i CT ENGINEERING INC i` 1 II '1 II 1 ! I` i I I IIII !I I I 1 I I ;, 1 • t -0, II !' II ! I ll 1 1 I 1 I 1 i i it 'i 1 li !I lI J4 I I I II ( I .. ! II i II i III I I i! I I I i II ! ii I_ ' I ---4-----r..-=_... ,',--- —.21.1- - 1' CONFORMS TO DESIGN CONCEPT i �' Ii I r�J 1 �[ ! i--�_.: -- 1= it I I I 1 I i' ® I 1 ! ...___a_. _III_— ! , ! Ili ' I II CDNFORMS TO DESIGN CONCEPT WITH Ii I I I I ! (� I Il ' I` ' i 1 11 i ❑REVISIONS NOTED Ii it I I I 1 I! ; 11 lI I1 iI ❑NONCONFORMING REVISE&RESUBMIT i 11 I ! Il I ! II 1 I 11 - l I II It li f I L �I j I RK J 2T..b-2JJJ TJ. 2-I i I I i li ' `z . 5 " Il L I J ..1a2J2J2J' J2 12J2J2J•wr, 1 I t ' I� I it I ;l R1 erMIIBMA}w T ARCHITECTS R1. lI I I 1 I ' i� II i I JB2 I I 1 I H II R N D N E C T S I- - I I I .113,2 D I - - I Tr .11._,..--4,-------_-1_,-,--1--,=-- -. :,*,,,=== ,.---..-7-:-=-•. ,-,=-=',.---- - -- ,- ��'=-. ---�-- --- I�=s-"r"i- - ----==r�= -� jc -�=14,-,--.-- -. 'c'�=' ,._. 11 ll ii 111 . i , I , 11 I , , I I II I il II iI ii I i I I i 1 i! ' it I i i I I ! J11 J1 J'1 J1 ill J1 J!1 J1 J1 J1 J1 J1 J1 J1 , J1 -Ill J1 JI1 J1 J11 J11 ..41 J1 J1 1 -1 J1 J1 I i. 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'! tt „ • 1: I. ! 6 8-u u n 11 �� n I • • I I I IMPORTANT/ _ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I—JOIST INFORMATION GONTRACTORNOTES: PL 1 5-406 (Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 1 7D BASEMENT WITH JOISTS ,,,- LEGEND: 2)ALL FOOTINGS PER DESIGNER'S ELAN Mrk a Material Width Depth Grade Qty Out Lth Tot Lth aD, , �� (UNLESS NOTED OTHERWISE) l l l l l � I d ( H -=HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN .J1 RFPI-20 1 3/4 9 1/2 14 24 336 1'T1;rt „ �/ (UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 10 28 280 ® =SUPPORTING POST 4)USE CAUTION WHEN GUTTING J3 RFPI-20 1 3/4 9 1/2 11 12 15 2 TRUSS ` COMPANY ® FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 =POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 OSB Rim 1 9 1/2 5 16 SO R =RIMBDARP SHEARWALLS 131 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9665 LB =LVL BLOCKING B2 RiclidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 PLAN DESCRIPTION/NUMBER: 1 7D (BASEMENT WITH 1015T5) TH/515APLAGEMNTPLAN ONLY JB1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 32 3 96 JB =JOIST BLOCKING This layout is to be used in conjunction with J52 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON J =JOIST GALLOUT Architectural/Structural plans.Verify all PLAN DATED: 11/29/15 B =BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors Accessories Purchaser responsible for approving this H1 ITHO 11 P50-or-ITT 9.5 6 DESIGNER: KAMIL.HENDERSON DATE: 1 2/1/1 5 HDR =HEADER(BEAM BELOW JOIST) ayout prior to any construction. BBC? Q /�=BEAM$Y OTHERS I ®T®6 BASEMENT FLOOR SHEET: 1 of 5 PACIFIC LUMBER COPYRIGHT2014 ROSEBURG FRAMING SYSTEM'" :t,..g.,l,;�.=,i,,:.n-:;•,mW^^= -ES/6N NOTES: o K; ;a2 ••_ quality engineered wood products for today's bui(aer°- eoawcxdf.= .II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. 4415 FLOOR SYSTEM WA "1=-0 ' SOLIDBR OK ALL /MPGR TA NT/ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber I►ES GNED TO MEET OR I�� '®�' I POSTS FROM ABOVE REFERENCE INSTALLATION Company, copyrights P P plansyany oBEARING BELorv. Com an which retains co ri tts to,and ownership of the plans.Use of these b other XGEED THE LIVE LOAD °,�,,u w„ 141/41110 NSTALL BOVASHBLOOKS GUIDE FOR ALL.FRAMING product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or =11 i e+«W:o+�. ,IIIPER DETAIL 1d.MATCHI.EFLEGTION CRITERIA ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS G BEARING AREA OFBLocKscopying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �F L/450 .1,.,,.,,,o,,_,..„.....„. BELOW TO POST ABO VE. DETAILS AND I-JOIST INFORMATION penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. III . RFPI JOIST ..� -` \: 40 SF VE LOAD rte. ROSESURGFOREST PRODUCTS 1.4 \/ �`'� 1 2p5F DEAD LOAD e.a' II, 30ps5 f LIVE ING LOAD n-;,•=L=.=,I= 1 2psf DEAD LOAD "=',;7,::',-T""° MAIN FLOOR JOIST LAYOUT R., LA DI RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4''= l'-0" 2 25p5f LIVE LOAD N.T.5. N.T.S. 1 7•5f DEAD LOAD 12" I START START i 12'. _________L__,.1_, ( )B4 _t(2)B4 R 1 __ FRAMING FRAMING iJG X ,!54 R 1 '' 154 DECK I HERE HERE I DECK B4 1- '`� B4�� X61�� JBa I JB1 Jai I 49 =1 !r J6- —_ ;; R1 ; I �� (2)132 (2)52 1 { R 1 Q 1 - -J.2 j B 4 J-5- ,• (-).J-3 ._... -- — - - Com-✓ r� JD-- J B 4 —�2 =,R R 1', R . `B6 I - _ _ 136'i 1 J 1 J-2 R1 cc- / JG I,- (-9_ 3 I►i e - {„� 3 .,f J. -, R 1 J-2 J�— J5 IT (Q)J3 - I =. UN CO-)-- J5 'z �3 Ja JO i� ( 3 R� R 1 v ui fmn v R 1__ IJD 'L lIB 1 O O 0 O - B 1r �i _____44_ - - -R J ti (2)X13 I z rn o =_ J511:7e-,;____________-_______ J=E -! V J-5 117- ua = -- i - J5 - _ 132 _:. Ii-' cv x G\ ” r-=—==1 B1= - - J5 r JO 4I tr-= -12)215 IL � z =_ W),_-13 �� € :L I! R1 c6 4= R 11 1 } I u_ Q z 1 --, J5 I J5- -- (21J3 I tU O = { )d`5 -- JD i I ,r 1I r z --I .� s I J5 .Y _:_ .._... B2.:.::._._...:-.. B2 J$ -- Q rl D = _51 C. 5 4� {�).J3 - z 0 µt = ( ,-.)-_,d-9. �I - -- ---J5 -- --=4 ',-- .. -01.13 - [0 ? 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I �..__.............._.I J V r- 4 ,J4 � MIIBRANDT ARCHITECTS - I -4 �I —__I_ J4 —__�. ® CONFORMS TO DESIGN CONCEPT J4 III _ -- - ( J4- t — Jy IJ I ❑ CONFORMS TO DESIGN CONCEPT WITH I t 'II J4 R 1 REVISIONS AS SHOWN R1 J4 �- I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ------- 8p2 J4 J T2 - --- - i J$2 � J�'2 ❑ NON-CONFORMING-REVISE AND RESUBMIT J = I. �141 1-4 1/4" --'66-5 7/8 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 5'-5 7/5° 0- 11'-4 1/4''I'4 r, '-- -- JAI— FABRICATOR/VENDOR OF AEEPGNSIBILIiY FOR CONFORMANCE WITH THE =-------- — J4 '-- JB 1 !I li DESIGN DRAWINGS AND SPECIFICATIONS AIL OF WHICH RAVE PRIORITY �'I — J 1 Ii 5 OYER THIS SHOP DRAWING. J4 i��.1 >1G I —11 J4 . r By: frr,Dlc R.So?�;r, Date:Creee«her 3.20;,, CT ENGINEERING INC I I - - -4 -- � -------- J4 11 t 1; " IT l 111--------I�fi ( J ,l� I, J_1 JB 1 kJ5 —J5�`I .151 r J-1 It J=1 J 1 PORCH g_ 61_J5- -- I � ---J ? — _ PORCH Jf71 Ja .k2 -- R 1 R 1 1, IEJ2 JO L I I - J-2 - - R 1 R 1 R1_ --- - J3= ---_ ' .. J2 �---- Js --R1 JO - - --c12 ----_ I , R1 PL 15-406(MAIN) R 1 POLYGON 1 10(BASEMENT PATH JOISTS) Mrk a I Material Width Depth LGrade,Qty d Gut Lth I Tot Lth CONTRACTOR NOTES: B1 BIG BEAM 1 11 7/5 2.1E 2 14 28 1)VERIFY ALL FRAMING CONDITIONS 32 RigldLam LVL 1 3/4 11 1/5 1.5E 5 20 100 2)ALL FOOTINGS PER DESIGNER'S PLAN Bs RigidLam LVL t__3/4_ _ 11 1/5 1.5E t 14 14 " 84 RicildLam LVL 1 3/4 1 1 1/8 1.5E 5 4 20 `a=: -�" 1 '; LEGEND: (UNLESS NOTED OTHERWISE) BS RigldLam LVL 1 3/4 11 2/8 7.5E 1 18 1 a # ;.,,, umber4 �� 3)ALL BEAMS PER DESIGNERS PLAN B6 BIG BEAM 5 1/2 11 1/5 2.1E 1 12 12 Filler blocking is not structural) re uired provided both A '4� C H ---=HANGER GALLOUT JB 1 BLKG 1.15 LVL 1 3/4 1 1 1/b 1.5E 24 3 T2 g y a p �/ (UNLESS NOTED OTHERWISE) 4 b1, 4J USE CAUTION WHEN GUTTING FOR PLUMBING JB2 BLKG RFPI-20 1 3/4 11 1/5 15 3 45 I-Joists are continuously laterally supported by ® =SUPPORTING POST J I RFPI-20 J2 RFPI-20 1 3/4 11 1/8 1 3/4 11 1/8 2 10 a 12 20 46 connection to the sheathing at the top flange.In .,A C.O M P A N Y , 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 1 3/4 1 1 1/a 32 20 64o addition,the joint in the sheathing shall be positioned ', =P057 LOAD ABOVE J4 RFPI-20 1 3/4 1 t 1/a 1 1 30 330 over the center of one of the two top flanges to assure ` SHEARWALLS R =RIMBOARD J5 RFPI-20 1 3/4 11 7/5 15 14 266 shear transfer between sheathing panels. 105 15 54N ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-5663 J6 RFPI-20 1 3/4 11 1/5 2 a 16 LB =LVL BLOCKING THIS/5APLACEMENT PLAN ONLY: Cl RFPI-20 t 3/4 11 7/8 3 1a 54 / FlangeWidd, PLAN DESCRIPTION/NUMBER: 110 (BASEMENT YVITHJOISTS) .15 =JOIST BLOCKING This layout is to be used in con junction with Ja RFPI-20 1 3/4 11 7/3 1 2 2 Sheathing 1.3'2' 2-1116' 2516" 2-1r2' 1.1/1 Architectural/Structural plans.Verify all CS SEPI-20 1 3/4 11 1/5 3 16 48 NailSPaang,-- CUSTOMER: POLYGON J =JOIST GALLOUT shear wall blocking placement and connectors. R 1 OSB Rim 1 11 1/5 4 16 144 Requirement= Min M. an M. Mn Max Min Max Min Max- PLAN DATED: 1 1/25/15 B =BEAM(FLUSH w/JOIST) Purchaser responsible for approving this DEL I-JOIST ESITHOUT FILLER CONSTRUCTION ed o z 6 r 6 r a r za r 24` NOR =HEADER(BEAM BELOW JOIST) ayout prior to any construction. Accessories H 1 M T4 i.S8-or-ITT 1 1.35 36 - N.T.S. B�;b X124 2 16 2„ 16 2' 2a- 2. 2q„ 2. DESIGNER: /CAM/L.HENDER50N DATE: 1 2/1/1 5 550=BEAM BY OTHERS e 4 0 6 (MAIN) SHEET:2 of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 24" OPEN WEB JOIST @ 19.2" O.C. 17-07-12 / 7-06-04 STAGGER FIG JOISTS 5 F02 15-0D-08 GIRDER TO AVOID TF HANGER COLLISION AND PLUMBING ABOVE. POLYGON START FRAMING HERE Y IF p r� f c':-_::.a 7" 7.:- b 7 ;1 -1 ., �, u,—" €1'I 17D (BASEMENT WITH JOISTS) MOVE JOISTS +/- 4" TO 1,D',. 'N El' L'-i- n, LLI ' i j PL15-406 UPPER AVOID PLUMBING ® • ®® 5 II 12/1/2015 b 7 r M N M r i S - 3-1' 0C s co ':co co ,coco co i co I ______-/---- I - ,LL 'LL LL LL LL 'LL LL Al_ N o m o Products Z CONFORMS TO DESIGN CONCEPT 11 o_� PIotID Length Product - Plies Net Qty ii BM6 21-00-00 5 1/2 x 21 Glulam(1.8E 24F V4 DF/DF) 1 1 CONFORMS TO DESIGN CONCEPT WITH ,� rs.. .,� .�;, ... ❑ , 145 F44F48 F42.. F41�F40;=,F40 F40 BM1 19-00-DO 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWNBM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT t a BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEYMED FOR GENERAL CONFORMANCE o - BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEI'E THE 9 I rn cv r> m m c> +IE9 ch 'co •c> 'cn Aco o ' FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o o� LL LL ILL '.ti u_ Ji_ LL- t%. Li Li ow u:. u LL BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .I ; 111 OVER THIS SHOP DRAWING. N N BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 I r, p BM1 D 6-00-00 3-1/2 X 16 BIG BEAM 1 1 By. Arnold R.Solomon Date:December 3. 2015 z - 0 i i F03 I BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 CT ENGINEERING INC ' ,ip W e , 3 ®CONFORMS TO DESIGN CONCEPT BEAM FLUSH WITH TOP 4 , - '' ' _ o ACCESSORIES QTY OF FLOOR JOISTS 99SS C. Fos - °' °' Li- COIYFO0.M5 i0 DESIGN CONCEPT WITH j W W 1 N LNL LL LNL f LL I; LL I REVISIONS NOTED ;0 5� 0 0 O HIT424 49 ❑NON-CONFORMING REVISE&RESUBMIT 1 I k 0 B 2X4 DF#2&BTR FOR RIBBON 210' s .> 11.,,. 11-05 3 C HGU55.50/12 1 Dy At.ia n.E D EVI CT_ ' i "�Mril 1,_- ri AWE _- T F40 F45' �� MILBRANDT ARCHITECTS — — — " r —71 -v-7- 7 -7 g 71 I rrBBONjNir HU412 2 e 1 I-05 3 ¢ .i! 0 1 I. t U s i ry ?:N O HGUS5.25/10 1 , i 1 S , 'F401 F40 F45‘F44 F43 F42,F41 F40 F40 F40 F47r.__ . I•M . -- T PB�N1 tI � I CV; .-. N N. BM8BK1=BLOCKING FLOOR LOADING _ E �' LCL q LL L� RM1=RIM BOARD LL 0 00:� u_, o' +o — • 2 40 DL IL L.,_LL Iii, .�, -,;t t m Cl- REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING E L 1 BM4J o AND SHEAR BLOCKING REQUIREMENTS. , 1 I- 'IL U LI- IL LL IL u- IL w LD I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 1 F40 t I m IF47t, I F52 I - I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I _ IF40 I !. i ;Lu I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I c [[^ air ® t A ^FIABONI , RIBBON' - ;F45 F43 F.4-1 i F4D NNH. N Ase --_ F40 F44 F42 F40 F40 F47 II'� M `In h w - DO NOT: Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Paent.AUM 1 er SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS \\ COMPANY SHEET 3 OF 3 Q CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED n CONFORMS TO DESIGN CONCEPT WITH 0 NON-CONFORMING-REVISE&RESUBMIT REVISIONS AS SHOWN THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 111 NON-CONFORMING—REVISE AND RESUBMIT FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PRIORITY OVER THIS SHOP DRAWING. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By Alexia Fukui Date 8 /15 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE MILBRANDT ARCHITECTS DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 51-06 By: Arnold R. 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WO 5 S S 5 M 5 r I- r r - 1 GARAGEI R 0 0 0 �, is-r I- 4�' a 11111? 4 ©Copyright CompuTrus Inc.2006 BUILDER. v�± 1.� NW ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS ®LI V®N�1 ILII YY 11/02/15 PLACEMENTTRUSS CALCULATIONS AND PROJECT TITLE.' REVISION T: ENGINEERED STRUCTURAL a ® ' � PLAN p DRAWINGS FOR ALL FURTHER IF ' ' �. �. K� J- r 17-® PLAN ADD ROOF INFORMATION.BUILDING ti s I �f-,H DESIGNERIENGINEER OF RECORD k. P PLAN' - DRAWN BY: DM REVISION-2. RESPONSIBLE FOR ALL NON-TRUSS �� I�. I� TO TRUSS CONNECTIONS.BUILDING 17 DESIGNER/ENGINEER OF RECORD TO g h:: ® CHECKED BY: REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: 11 _ 1' REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. I 0. All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.