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Plans (39) /757-3,2 /7 --CIO() %$ I II i lI Ii_ 1 LEGEND: 1`� 12 f iw P:-,...,,..- - P ———J j li ' ' I —Pacific L - J l SANITARY SEWER a- iiia : C 0111111 S STORM DRAIN un1 �_ II WATER LINE Degn I I �r 12564 5W Main Street - . MANHOLE Tigard,OR 97223 I 1 ____ 1 — 1! [T]503-941-9484 �,II L ____ _____, - _.] _____ _____ � CATCH BASIN 295.0 DATE: 1/22/2016 296.3 I hi ,. STREET LIGHT �� o — REVISIONS nl . _ STRAW WATTLE PERIMETER O. DATE DESCRIPTION Far :I t- , 294 -, _ ::- _.. �� ---_ � �- --296- � c-x_x_x-�> 24.0' Q' EROSION CONTROL , - STREET SECTION, SEE ' 16.39' n 0 - _ s CONSTRUCTION DOCUMENTS �I _ _ 26.4T_ii-Tmi+— _ T' Ii—�— I r— - L 1 H [ _ SETBACK SUMMARY -7, j __^ _-� FRONT SETBACK: 12' I I SIDE SETBACK: 5' 3.00' - 134 . rL i STREET SIDE SETBACK: 10' ;� ir 3,602 SF T' # 3,00' ' BUILDING: 3413.2AD �( REAR SETBACK: 15' 1-HR FIRE ' r PORCH SETBACK: 8' E RATED EAVES € o FF = 307.4 1 q 135 GARAGE SETBACK 20 R ' BFF=298.4 ,1 ar �..:a.:m,m .. ...„r.. N. ..__. / I�_____.__ II ...__.._____ _-_298 --- }_,._ ', I '_ _ 1-HR FIRE -----._.--300--- r RATED EAVES ____ _._._ :_I___ ___. ---------302- ------ GARAGE , CV 304____ ___ 15117111— o 3 LOT COVERAGE: o r O - - I / , riI / LOT AREA: 3,602 SF I ����.fir---- o PORCH !�-0_ _ /... RIVER L. _ _6.00' I L ..__ =—= / _. 20.00' - -- _ BUILDING FOOTPRINT: 1,469 SF TERRACE PUE 1 15.43'- — Cn � � x — — — 113.44' ,/ ,, , -4 -7- ; �� - ` :ti i �' j - COVERED PORCH: 88 SF NORTHWEST -, °-.1°/-/ 4 \ 304.1{ _ 1LL_____. O ; - CANTILEVER LIVING SPACE: 0 SF rI 9 SIDEWALK ' i - o 305 8 j( 0 @� ___ =� +� - COVERED PATIO: 0 SF WATER MET cN co 'W t— '',. --- >:::-' {---�-4. -- _ .. ....-/� _. DECK AREA: 147 SF ___ - w- ER - STORM LATERAL --`--_ 5u LOT 134 j ' TOTAL COVERAGE: 1,704 SF 7- PLANT (1) STREET - rte, } PLOT PLAN Nr 28.00' TREE: 2” CAL. ---—SANITARY LATER'c' / I 4 T - -- 5S --- _, 47.3 % 6 KATSURA TREE/ ;' ;^� __4'— CERCIDIPHYLLUM \ SM/ FORE HOLLOW STREET IMPERVIOUS AREA: 2,291 SF ___)i 2 1 . JAPONICA .,_--- -j\--,- I __.\-------- ,/, - - , _i ,,, ''' --- - _..,,,... ----__,,,a,„-----_-------„,,,,7 , .> , ,1- , \ -7-,c1-- - 11 1-\\ ' - i • - -J___ _ _ _ - - ---ice CITY OF TI GA RD o ,> _ _\ .3 C - - - - - - - - - - - - - r-- Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 12_ I PROJECT NO.: 395-037 Os O 2S1W� TYPE: CONSTRUCTION Initials: �t4 n SCALE REVIEWED BY: PRE 9' LOT 134 (R-7, MEDIUM) 10 0 0 co RIVER TERRACE NORTHWEST Q INCH=20 FEET 17412 SW FOREST HOLLOW STREET ROSEBURG FRAMING SYSTE " PACIFIC LUMBER COPYRIGHT 2014 MA "`•':2�_��`'»n i qualify engineered wood products for today's builder-• II - These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. A q paw pp/�i SOLID BLOOK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber '��®LAMA�� R�GI®R 1!/!` POSTS FROM AEOVE �";�'�' ' �� TO BEARINGBELorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other INseAu saunsueLocrs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFBUrnG FOREST PRODUCTS ROSEaJ,r�FOREST peoouers ,I�, ' `:;`,:;" __________11114/1110 PERnErAIL,e.MArcH copying of theseplans,infringes rights under the copyright Act.Infringes face liabilities that include BEARING AREA OF BLOCKS Py 9 9 99 \j _ BELO TO POST ABOVE. •enalties of u•to`62 0,000•er work infringed,and S100,000 per work infringed willfully. '� \� =ter , r%i- ;,, FI JOIST `' �I I� ROSEBURG FOREST PRODUCTS CONTRACTOR NOTES: DE5/6N NOTES: 11 VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ` i [�.4'�,k M MAIN FLOOR .JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR EXCEED THE�VE LOAD -,r:,-:a:oav�,r-r.,c:vao:tnoa n',xc,� �„,.r. _ (UNLESS NOTED OTHERYVISE) ...,.....:... ,gym SCALE: 1/4"= 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFKBLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERYVISE) • OF L/450 N.Ts. N.T.S. 4)USE CAUTION YyHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START SLEEPING AREAS: FRAMING FRAMINGTHIS ISA PLACEMENT PLAN ONLY. 3opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD HERE \, _-_ .-/ HERE Architectural/Structural plans.Verify all •(DOUBLE)1 1-7/5 RFPI-20 e 1 9.2"D.G. (DOUBLE) 1 1-7/5 RFPI-20 e 1 9.2"0.C. hear wall blocking placement and connectors ROOFLOAD/N6: 5EE SHEATHING NAILING ATTACHMENT NOTEillil SEE SHEATHING NAILING ATTACHMENT NOT51111I @Purchaser responsible for approving this 25psf LIVE LOAD 1 2" 1 2" ayout prior to any construction. 1 ipsf DEAD LOAD -4 ---dr- B4.. - _ -R� I I:: 1 � ",.� III II I i 'll I .I -.i B,ll1 it .li s _.. -..__--_�.... E34 - _ - .il -__--�F-_-.: -ii ��:I III •: III II �I I:I I f, ! I :. I :I IN Ili II II II II III it ;I�O 'll iii ,; ! it NI It tit II IN ti -i I II ... III III It II I i I' I! !II I! I I - i / I iII !I III I III ll 1 jil i 1 Il 1 II 1 1 I!) 1 1 ill 1 1 'I 11 ! II! ! P Il 1 iii ! 1 I!! !11 I 1 ! ill ! • i 1 ! I 1 ! !' ! I I; 11 1 1 Ill II ! 1! III !I l! ! !!I ! ! lil ! Il !i I! I 1 111 1 II I i ill i 1 11' 11 ! I ! !!i 1 11 ll II 1 Ili III I I� !i ijl ! l!I, I! u I !I ii 1 I! it 1 ! li Ill 1 Il i ! III ! ! 11 !r I I ! !! CONFORMS TO DESIGN CONCEPT 1 ! it ill II I !I ! 1! I. 1 it I I! l IH'i , 1, ' I ! 1 ! !i1 1 lil l It I 1 ' 1 u I li 1 I 11 1I i III1 I!I 1 Ili I! iII,I I ! III ;I II I (I1 1 it 1 ! ! li 1i ili IjI 11 Il ❑ CONFORMS TO DESIGN CONCEPT WITH 11 1 ! i I i ! I1 i 11 lI III 1 !11 I i II ! II! ! (' 1 • REVISIONS AS SHAWN 11 I I 11 !II 1 Il I; I 11 1 11 l 11 II I 11 it ! I I 11 111 1 I 1. ! I i 11 1 Il !II II i! I II I : 1 !1 I , II E ! ! !!! I 1 ! ! III 11I I !I ., r ;I ! III j !! ! ! I lI III { ! I! . NON-CONFORMING-REVISE AND RESUBMIT 5 JP JP J. J,3 J.3 J3 J3 J j3 J3 JP J5 J.3 JS J5 J3 J3 J3 i . J3 j3 J � .,13 J� J3 J� J!5 J3 J3 ,�,p ,43 J3 J;3.J3 J3 4I .13 Jt3 ,I Ja J$ jl3 J J3 J3 j;3 j5 J3 J3 J3 J3 J3 J3 J5 J3 J3 J3 IS J3 -p J 4 Jp J5 .J .JS J$ $ 45 J3 .43 J;3 J.$' 45 J' JP j'3 43 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1I 1 II I I 11 I 1 'I ! I ! �I I ! !! I III i lil jl, , I! !!I �! ! 1 1 i ; I I! -! !!1 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1!l ! Hi I !!! ! I I Il 1 I ii R 1 H I 1! i !!i III i ! ! 1! 1 1 ! II ! I I! Si FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Ili I 111 ! ! I 1!1 j 1 !I I ii I ! ! 1 1 I 1 ! III II ! it j ! II 11 Ili ! ! i!! ! Ijl 1 ( ! 11 I j I l 1 jl DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1 ill 1 i III !I 1 ! , !I 111 ! I li 1 !!I ! ! 1 1 1 OVER THIS SHOP DRAWING. ! I 1 ! 1 l ! li j j ! l ;i iii I ! i i III !, III ! I Il ! II l !I I I' Ij ! 11 I ! III 1 - 1 II 1 1 ' 1 11 1 i I I 1;. '! 1 ! 1 I 1 ! i I I Il I 1 1 1 ! 1!, !I 1 l 1 i ! I11 1! ! 1i 1 ! By: Arnold R. Solomon Gate: December 4. 2015 ! I !, ! II 11 I 1 11 ! V 1 'll II !I I 1 ! 1 1. 1 II 1 1! 1 l I ! II i;l 1 1 1 II II i CT ENGINEERING INC I ,� I 1 I i 1 I 1 .I 1 ! 11 I I 1 I• LI I l 1 1 it ; I I! li Il I iii ! ! II 1 ! ';i i l: i l i t, . 1 I JiIL J IL J L JAIL J' s�L. _I L d_ Jk J J J" J I ! 1 1 H1 Hi :I i L i 1 iIE Ih I 111 E' ill H 1III ! II I�y lk I! j E IJ ` :! III' ! III' III€I l l I ! I I' II'_..1 _�a�-._._-1 IL .l' 11 .111. ..LLL. _JIL.a11L..._..-a L_JIL, Jil. -II �li -llL __. 11 L I 1L 'I .___.i.. l_-__J1A J 5...-.J L._. 'I.,L- J L .J1L J'IL .JI1.F_.. ®CONFORMS TO DESIGN CONCEPT I _ �_ 1 3-.-- _-_ _.-__DD ._ �- „- __ CONFORMS TO DESIGN CONCEPT WITH 1 lir lir l r IifIi Tif -1.-I----11- ITir ll r l,f l l i l r ll'r lr-- l r 1 --^' lrr ll" 11- l T r Illi- 1 l r l'r l;1r 1,r 1111- it l lr l r 11f ;Y RE SIGNS NOTED J5 J5 15 J 15 3! J. 15 t5 J,5 5 JI5 .. Ii II J JR 1 J I R 1 I !f it �'! -{ Jp I! •.� J5 .15 Jv J5 45 J0 j5 ;g 0 NON-CONFORMING REVISE B RESUBMIT :I i I i it l H 11 i; I 151 ' . - 11 11 R1 R 1 !' 11 -. B 1 --?._ 11 ! ! 1 By__N xarul, Date d(41. 1 1 II 1 MILBRANDT ARCHITECTS I I i "71 II it li !1 1 11 �2 22 B5 I ! 11 13- J2 J2. 1 lI J'1 1 R' R1 J1 ! ii 1 I i I! lI 1, I I 11 lI ][ 11 !I J III 3 !i JI I ii i Il II R1 I R1 it R1 . i ii 1 dB V11,117561:r-.. --11 II7I aj --936-11F JO I i 1 11 I ! II I ii 1 11 ! I i 1 1 I • 11 II .. J17 -011I !I II l ..11 1 I I I 1I 11 1 11 _ I . 12 I J, JIB -IP 12 I2 J2 11 !! I : I 1! 11 h JB 1l a i I 1 1 1I 11 i Il it II I 1 I I Il 1 1l i I i i I ill � .�!i i !1 II I 011PORCH PORCH IMPoteraxrl I 1 REFERENCE INSTALLATION r--1 1-7/5 RFPI-20 m 1 9.2"O.G.--1 I-1 1-7/5 RFPI-20 B 1 9.2"0.0.- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-403(MAIN) POLYGON 3413.2 ABO BASEMENT WITH JOISTS "x LFGEIlII7: Mrk• I Mater I I I tedth I Depth I Grade ION Gut Lth I Tot Lth Filler blockingis not structurallyrequired provided both r ',CI a �� J1 RFPI-20 1 3/4 1 1 ,/5 3 6 18 I-Joists are continuously laterally supported by connection to the sheathing at the top flange.In �•1 , (H}-=HANGER GALLOUT J2 P.M-20 1 3/4 1 1 7/8 6 14 B4 - -` i - e ® J3 P.M-20 1 3/4 11 7/8 44 20 880 E.±� SUPPORTING POST • J4 P.M-20 1 3/4 1 1 7/D4 2 a addition,the joint in the sheathing shall be positioned 8 TRUSS ., COMPANY =POST LOAD ABOVE Js RFPI-20 1 3/4 11 7/3 13 4 52 over the center of one of the two top flanges to assure , R1 OSB Rim 1 11 7/8 9 16 144shear transfer between sheathing panels. R -RIMBOARD 51 BIG BEAM s 1/2 11 7/b 2.1E t 6 6 /^ 5950 JEAN ROAD LAKE OSYSEGO,OREGON 97055 (505)555-9665 B2 BIG BEAM 5 1/2 11 7/8 2.1E 1 16 16 Flange Width LB =LVL BLOCKING 53 BIG SEAM 5 1/2 11 7/5 2.1E 1 14 14 sneaml g s: 2-1/1s' 2s(Is- 2-1/2- 3-1/a PLAN DESCRIPTION/NUMBER:5415.2 ASP BASEMENT P11TH JOISTS JB =JOIST BLOCKING • 54 RigidLam LVL 1 3/4 11 7/8 1.5E 1 20 20 RNail S men9 M;" Max Ml" Ma Mn Ma sin Max Mia Ma CUSTOMS -: POLYGON B5 RIgldLam LVL 1 3/4 1 1 7/5 1.5E 1 1 4 14 J =JOIST GALLOUT 136 RigidLam LVL 1 3/4 11 7/3 1.5E 1 4 4 'DBL I-JOIST VITHOUT FILLER CONSTRUCTION ealo, a ,e• a m z 2. 2- 2, a 24- PLAN DATED: 11/23/15 J51 ELKS 1.15 LVL 1 3/4 11 7/8 1.5E 28 3 84 ��m,,,"", B =BEAM(FLUSH w/-1015i)OI5T) N I_s +od«,2e a , r ta- 2- 2, a 2, a 2a- H17R =HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 11/21/15 H1 MIT4 1 1.88 21 550=BEAM BY OTHERS H2 MIT 1 1.88-or-ITT 1 1.58 26 PL 1 5-4 0 5 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM- F.,:,25,:- ,:n:',% PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for fodac.s builder.. e G w.<a AlI ' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. q ®®nW a SOLID ELOGK ALL The plans may not be re-used or copied,In whole or without written permission from Pacific Lumber ��'` ®fl - C �I i�� IIS;;I • e _ POSTS FROn AE!OVE TELONT HG STAB Company,which retains copyrights to,and ownership part,of the plans.Use of these plans by any other NSTALL saunsR sLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSECURR FOREST f4PODUCTS ROSEaUJRG FOREST PRODUCTS \/� i==" , PER DETAIL,e.MATCH co in of these lana,Infringes rights under the Copyright Act.Infringes face liabilities that include G --- API BEARLARenoF,OGKS copying P 9 99 `�`` / ESELo roPosTAE ovE_ penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. /1111 .,i,'', . ...; RFPI=JOIST ROSEV GRG FOREST PRODUCTS . It I�';<:7- CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �•P.znK„-,.�.<a_,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD r_._y F_�]..._. -COPD-�,:-.�noc 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPr BLOCKING PANELS NTH BEARING FNALL ABOVE 1.O5T LOAD TRANSFER DETAILOFL/48O (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5Y PROVIDE PROPER SUPPORT AT ALL psf VOD 1 2 D SHEARWALLS 1 psf DEA D LOAD .SLEP/NG AREA5: THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD .1-1/2 RFPI-20 @ 1 6”O.G. P-1/2 RFPI-20 e 1 6"O.G. Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/NG: START I I START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING layout prior to any construction. 1-lpsf DEAD LOAD HERE N PATIO PATIO 7 HERE ..= Il Ii II II II It R 11 II II r I I l ,��!I l n ! li 1f17 I I �I I • I 1II II II 1 I - 11 I 11 Il I iI 1 1 I � • .11 I , 1 ! ll II I Ii I II I I I I l i 1 I I I I I 1 I I i I I I I I I li li 1 I Il I i i 1 I . _ __ . I I i ! I I 1 1 I I I 1 I f ! I ! ; ! I ! I I ! 1 CONFORMS TO DESIGN CONCEPT I 1 I II I •l1 I I I I I 1 1 ! ! 1 I 11 1 1 '• II I ;, , ! CONFORMS TO DESIGN CONCEPT WITH lI 1 !I ! 1 1 I I ; I I REVISIONS AS SHOWN i ! — � — f— - - - —r-,------7-, — - - - = -- • -,- n-_ •. .---- i __L_. , ❑ NON CONFORMING REVISE AND RESUBMIT � � I ( I 1 I ' ,! J ( J3 1 ( II I ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J'i1 1 _1 J 1 4,1 1 41 41 JI1 JIt JI1 1 41 !1 1 II I I i , ! J 1 11 1 411 J1 41 1 41 Jil J'1 411 J1 1 J11 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 I I j I i I! I i ! I I! II ! 1 i • I. R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! i I I ! ! i DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I I I III i I 1 OVER THIS SHOP DRAWING. I I I i R 1 R 1 1 ; II I I 11 By: Arnold R. Solomon Date: December 4. 2015 E J2J12 2 i 2J 4242 ' 424242 J24242J242 I I I I CT ENGINEERING INC I 1 1 I III 1 ! .ILI 1 1 + I E CONFORMS TO DESIGN CONCEPT '_-.:_-_, T Al : -...t*r;.:r . - -...�"-=�-.- -_ ;.-!._.�..-_.- ..I II -� I I -i! ! I1 1Y rte, ® II _ • ! I i I { II'\ II I ' ! I II I 1 I 1 I 1 it i c' e r'.,5 ✓ • I I I �. a�ti --r—�"-- �� !/ 1 J II R r : Alcoa Fukui Dace 8/12/15 I�'i rJ6-, �lr"I '•-= Ij MILBRANDT ARCHITECTS .— E i1 • i 1 I • 1 ! 1 . i i LL' I I I i I I 1 11 I ! I 1 1 11-1—.I J 2 p i t— I I I /MPGR TANT./ I I REFERENCE INSTALLATION PORCH 1 1 PORGH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION PL 1 5-405 (Basement Floor) of ; /� POLYGON 3413.2 ABD BASEMENT WITH JOISTS11/ `. �� : ,, I' -II- r • m (H}-=HANGER GALLOUT Mrk S I Material I YVidth I Depth 'Grade I Qty I Gut Lth l Tot Lth j J/Ti/ , ., ® TRUSS ;,, y £ •x r =SUPPORTING POST J 1 RFPI-20 1 3/4 4 1/2 1 5 24 360 COMPANY J2 RFPI-20 1 3/4 a 1/2 q 34 306 BASEMENT FLOOR JOIST LAYOUT & T -POST LOAD ABOVE 43 RFPI-20 1 3/4 q 1/2 1 22 22 SCALE: 1/4"= 1'-0" ,.*' R =RIMBO ARP 44 RFPI-20 1 3/4 q 1/2 1 10 10 5 q 30 JEAN ROAD LAKE OSWEGO,OREGON 41035 (503)858-.1663 LB =LVL BLOCKING 45 RFPI-20 1 3/4 q 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:3413.2 ABO BASEMENT WITH JOISTS JB =JOIST BLOCKING J6 'UPI-20 1 3/4 q 1/2 2 2 4 R1 OSB Rim 1 q 1/2 5 16 80 CUSTOMER: POLYGON J =JOIST GALLOUT 431 BLKG RFPI-20 1 3/4 q 1/2 26 318 PLAN DATED: 11/23/15 5 =BEAM(FLUSH w/JOIST) J132 BLKG 1.15 LVL 1 3/4 q _1/2 1.5E 26 3 18 DESIGNER: KAM/L.HENVER5ON DATE: 11/21/15 HDR =HEADER(BEAM BELOW JOIST) - BO=BEAM BY OTHERS Accessories ' SEMEN H 1 ITHO11450-or-ITT.I.S 4. 1 PL 1 5-405 EAFLOOR T BSHEET: 1 of 3 POLYGON 3413.2 A(BASEMENT WITH JOISTS) 14"OPEN WEB JOIST @ 19.2" O.C. PL15-401 UPPER 11/27/2015 CJI O Products o PIotID Length Product Plies Net Qty � Pi 9-08-C) START FRAMING HERE RM1 42-00-00 1"x 1411 APA Rim Board 1 1 / RM1 34-00-00 1"x 141'APA Rim Board 1 1 r��� owl RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT i-0; " RM1 8-00-00 1"x 14"APA Rim Board 1 1 E] CONFORMS TO DESIGN CONCEPT WITH HVAC RUN ;/ I RM1 7-00-00 11'x 141'APA Rim Board 1 1 REVISIONS AS SHOWN • / RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Milt I � r 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ,r Ar''''',, 4 I , _fin iii- Ef F W , ai °�r WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i BM4 14-00 00 1.5 RigidLam LVL 1-314 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY g OVER THIS SHOP DRAWING. N N N N { N N N N N ti BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O O O LL • O ;O j0 O O O :O • • By: Arnold R.Solomon Date:December 4,2015 i0 2 o o 0 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERTNG INC '3I' BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT '.I BM10 4-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 1-1 REVIS ONS NOTEo51GN CONCEPT WITH BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0NON-CONFORMING-REVISE&RESUBMIT I BM2 21-00-00 7 X 18 BIG BEAM 1 1 F ti.. BM3 21-00-00 BBO1 1 1 Py Fe.Ya Fu.. Gare 8CTS MILBRANDT ARCHITECTS .'-()11 SO BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 II Ilc. :Ml1 ' plop) I] 11 05"3 > � •— I . - ----` 11111 �_ yi tl14I FA __ MMI a�`1 • B II ACCESSORIES QTY — B *T-'--=•-- 11 1 H IRM1I ® THO17140-2 44 1 1 a — 1. _I 1 1 I © HUCQ1.81/11 5 HVAC RUN I 1 I I ',L 1x14 OSB RIM FOR SHEAR BLOCKING 25' —I H •C I ,•,,1,= �I j I c,a m!� dFLOOR LOADING s� ; 1 b I BK1=BLOCKING 40 LL LLI.Lt. `!LL ,IU- • L.L. La-O I -.O uim cO t0 70 !�I 1—'1=-: RMS=RIM BOARD 15 DL 1.:2 2 IW I v =;v iIRM1I LL I • :2 o I REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING fl ' 2, AND SHEAR BLOCKING REQUIREMENTS. m m I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I1M21 _, I FLOOR DESIGNED TO MEET OR EXCEED L/48D DEFLECTION CRITERIA I' 11---'1'-:---!--;- =';'•'="'c•-•=-=-- --D �- -- u.l ..=--- ..____________. ' ! �.VJ D• O ®K1 L e II I 18M61 _ -- �=BWV116 -- m _' • 3-O 14 II Ij I IBM3 IRM1I ---IBM6' / 10) 0 60800 �o� '�-� -� �- Paelli tulnber _ I START FRAMING HERE 1 & TRUSS COMPANY DO NOT: Loosen, remove, cut or notch any part of the open web joist. I JOIST WITH RIM SCALE: 1/411=11-0" on 2411x3611 SHEET SHEET 3 OF 3 ni CA) W co ). O � 'r — ® o� CA) w y )3 UJ 0 D =.1 = 1 Xm O CD o * 6'� -0"r 41-0"Vo® .<. 4Z 0 Jr.) m n 11 � � � 43.0" o u' _-� c � m m cr 9.1 II to ___ 0 - : - \ 4 El at j 2 W n .c.c rn S c N 0. 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" WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i rn DRAWINGS. SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. I - -1 !',i 1 , BV Alexia Fukui Date 8/12/15 By: Arnold R. Salomon Date: December 3, 2015 , s ILBRANDT ARCHITECTS CT ENGINEERING INC