Loading...
Plans (121) 4 'S 7-0.2.t1/6 -- () s��,._�, e. /57 So SGc, 7? r- -, ' ---/� / LEGEND: �, / —ss SANITARY SEWER Pacific _� Community 31 ' —S0 STORM DRAIN ��� / /i wWATER LINE Design / 486.7 1486 I 485.8 �� 12564 SW Main Sheet _ MANHOLE Tigard,OR 97223 ((( / I/ [T]503941-9484 60.0' ■ CATCH BASIN i/ / _ DATE: 12/11/2015 I + STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I 488 21.21' 17.77 EROSION CONTROL _ /i 27.00' _ I I — 1 a I-_ 1 Ll / 1, I / I-I -1 ri F4 , I 1I 1 I IK 1 33 1 / 1 1 ' SETBACK SUMMARY s I I i i 6,000 SF 1 i 32 ii /1 FRONT SETBACK: 20' h i Yi SIDE SETBACK: 5' BUILDING: �� , 11 FF=499.1 4g8 I I / STREET SIDE SETBACK: 15' I p 0 1 REAR SETBACK: 15' 34 $ i BFF=490.1 o I z I I ' 1 1 5.00' I .-.H- 1 / I I I I I f 5.00' GARAGE i i I - , 490 , 1 _._ I I 1 E ' 492 ' i F PORCH 490 i 1 1 I co I III 1 T ....II 492 no. I I I I ---Aga _ ,` 494 I I LOT COVERAGE: 496 1 . Lii-/ I 498 1 _ 6.00' J ` LOT AREA: 6,000 SF o PUE 27.00' �—PLANT(1) STREET POLYGON AT 24.00' : vM 20.00' TREE: 2"CAL. / BUILDING FOOTPRINT: 2,353 SF i -KATSURA TREE / BULL ,- J I ; 1 ' \--\ CERCIDIPHYLLUM COVERED PORCH: 13 SF MOUNTAIN h bo.o' �I• i JAPONICA �/ 3 � /497.8 w* I / / , �r / 1 I A 1 CANTILEVER LIVING SPACE: 0 SF t 4 9 7.0iimmi i co / I ° ° J e--- . �... _I /`_ _ � COVERED PATIO: 0 SF , u) \ ,,, v, I Pd, M DECK AREA: 208 SF 'i Ic- 1 maw\ m STORM LATERAL LOT 33 iii WATER METER TOTAL COVERAGE: 2,574 SF co \�.` °II SW THAMES COURT WEEP THRU CURB PLOT PLAN IP, °.; '71 ; —e SIDEWALK I PLANT (1) STREET 111111 SANITARY LATERAL 42.9 % TREE: 2"CAL. 01 11=1 , I KATSURA TREE / IMPERVIOUS AREA: 3,178 SF lI v �. ____�_ CERCIDIPHYLLUM `_o_ _---" --, _--- \---,.., 1 \ Cri 1 V I \ F ° 'r' JAPONICA 5 \\ 0?. 4 0 . - Ii..4 /IL \ Alk AA/ , //- % / .moi- `mmipp- VIM BY 0 POLYGON NORTHWEST (503) 221 -1920 CITY OF �����® Approved Planning PROJECT NO.. 395-031 0 2S1 W8by � //� TYPE: CONSTRUCTION O '9/I N SCALE REVIEWED BY: PRE �, LOT 33 (R-4.5, LARGE) Date: S/ Q POLYGON AT BULL MOUNTAIN Initials: 10 20 g. 15150 SW THAMES COURT 1INCH=20 FEET a z 0CONFORMS TO DESIGN CONCEPT ' CONFORMS TO DESIGN CONCEPT WITH ® CONFORMS TO DESIGN CONCEPT REVISIONS NOTED 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 11 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 8/12/15 DESIGN FABRICADRAWINGS0ANDR FSPECIFICATTIONSYALLLR FOWHIICHAHAVENCE WPRIORITY MILBRANDTITH THE ARCHITECTS OVER THIS SHOP DRAWING. WO By: Arnold R. Solomon Date: . , -. I, CT ENGINEERING INC I 7F-31 1 8.5112 PITCH T t �-0r A 1-0" „i 12'TAU 1111 ., I 5 4 5 -, _ . . . -. i EFt MP :1Z T i I %q...." 1.11 , . 1■ Tj !x!!11 ,• ,,. AIL ..., AW Imo :i � 1 . 11 %!!//� ■■■ma 01'J” -1 arL ���v�.*�.. ■Wa �rAN I ate, lilitIIIIIIIIP A LP ' • 1 MEI � our w DR. cam , i 1■\eZ:,2 '•`iiI IIII 1.1111111 EL. HMOS t..'7 x; 11 $ ii1111111115 T lGIRD Irin, .d 75 ; r 1 ■MI �! \ I��I . 1.1,. A , •=-!!a; I■al , 1■■Ip!! to _.,_ --iceWrIE:r '4110 111 m pp ; , I■RY ®Jr lI . : .�I � _ � �0 � �; I■/ 14,1 Ikl r I- 5 000 5 4 GARAGE 1e4yr I ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/15 PLACEMENT °CALLAONNSAND PROJECT TITLE: ENGINEERED STRUCTURAL - • :i REVISION-1: DRAWINGS FOR ALL FURTHER PLAN-D PLAN ADD ROOF RESPONSIBLE E FOR ALL BUILDING ' yillber DESIGNER/ENGINEER OF RECORD pa RESPONSIBLE FOR ALL NON-TRUSS °� DRAWN BY: DM REVISION-2: TO TRUSS CONNECTIONS.BUILDING 17 / DDESIGNER/ENGINEER OF RECORD TO & TRi . COMPANY CHECKED BY: REVIEW AND APPROVE OF ALL U DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. It 0.1" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. y' ' °� � PACIFIC WMBERCOPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`" na..,.'y"'°"'"p �'F II DE5/6N NOTES: rv'-° /MPORTANT/ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS quality engineered wood products for todav's builder• I ;,,, ij� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR ."w� so��BLOCK^�� w. INF: of RIGIDLAM-LVL RIGIDRIM" � - *as I) INF:FEE REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD "7' ARIN.A AREA LOCC. GUIDE FOR ALL FRAMING Company y prohibited.Unauthorized use or ^-�- PEe ver^i�,e.ry^roe product supplier other than Pacific Lumber the an is strictly DEFLECTION CRITERIA ROefsuN6 Faeser peooucn AL1fE81ero/oCEsr E aene;wnrsen oraw BLOCKS copying of these to$20,0000,Infringes per worts under the and Copyright100Act.Infringes nate ed willfully. that Include vawt+crs �'i � `� I� BeLO"'TV POSTABO�E. DETAILS AND I-JOIST INFORMATION penalties of up per work infringed,and$100,000 per work Infringed willfully OF L/450 Ril-` !% 'IP! FLOORLOA171N6: ��T '1,RFPFJoisi >- ' AD 1. \i ..--i / 41 2p5f DEADopsf LIVE LOADaosEavao roaearstzaoacrs I■, /V, ^m-• 5LEEP/N6 AREAS: SOpef LIVE LOAD ,�T�"�"mr°, -'"°""0 1 2p5f DEAD LOAD "" MAIN FLOOR JOIST LAYOUT RFFi BLOCKING PANELS rvWH BEARING NAIL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O" ROOPLOAD/N6: 25p5f LIVE LOAD N.T.S. rv.rs. 1 Tpsf DEAD LOAD 12" R I START START __....__ -_.-_ (V54 t I 12" FRAMING FRAMING OBa R 54 J9 �g4 DECK HERE HERE -G -4I JB- DECK ", B 841 -- --' x L R1 —J� I I J 1.-.' L�I ilB1 } t _-_ (2)62 (2)52 R 1 InyzJ6 J2 --- 1�` , NI, ':= — fgt -,,,,-,-----==,,,,,-,,,,,,,-----,,,,,A a-' Be, m J2 R4, �, RSG Bb f3k'g `? d->- B4'� 15 ' R1 IX J5 -- 1 1 1 JT 4= -------4 - Lg3 �' _ �� ' - R 1 J2 . 47 �,1`. J5 =5 it ------- ---- (2)J'^ -R1 V F m V Si I - --(0)JD --04-4q------4.' —� —,d.r------- -- - - .-T E3�1 0 �, p �' J5 —4 d3 -- - 1 i J5 mss--= _, L z i, Js ,L----------- ,------- (gam R 1 K F r Q' R 1 -- - - — _ r D r (9+tq_- [ --.16 -A X Ea ' � I �QZO r1 , OJ: - t (2)J4 1d -i � -- ® elg -4 (�$„ua -' ®CONFORMS TO DESIGN CONCEPT 0 f "--- --' N JC —'I (rt./XI W =:,7',',="` m m _ (O} rj NON-CONFORMM-REVISE 8.1.311111111T J 1� LL au a...F^e^ Date eLzlls_ 7i .,:,,L V. t ...1 ---J MILBRANDI ARCHITECTS J-1 �� _ ® CONFORMS TO DESIGN CONCEPT �� �I ❑ CONFORMS TO DESIGN CONCEPT WITH I i R 1 REVISIONS AS SHOWN 51 Y1 J:i2 JE 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT cJE:2 —JJ2 {iI THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - y, J�1 1'-4 1/4" y b'-5'E/$'�' 110TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 J9 1 -- -- II FAERICATDRIVENDOR OF RESPONSIBILITY FOR CNFOR6^aNCE WITH THE `6'-5 7/8" a; 1 1'-4 1/4 J4 JES 1 DESIGN DRAWINGS AND SPECIFICATIONS Al OF WHICH HAVE PRIORITY = 1 I--- J4 OVER OVER THIS SFC?DRAWING. - A J4 JB 1 I ]) rF--- .}---- - * By: Arnold R.Solomon Date:December 3.2015 _ n I 1, CT ENGINEERING INC _y - a (. ) J4- -11 JE 1 PORCH JB i - Js I = J 1 PORCH Jp 1 1! - - I R 1 51 - I J2 ___-1 J2 J2 y R1 I 51 J2 R1 - -- _= ------ J2 "--- = J2 •c 1 J2 51 PL 15-406(MAIN) 51 POLYGON 110(BASEMENT WITH JOISTS) Mee* Material Width Depth &rade Qty Cut Lth Tot Lth CONTRACTOR NOTES: 51 015 BEAM 1 1 1/5 2.1E 2 14 25 1)VERIFY ALL FRAMING CONDITIONS ez RlgidLam LVL t 3/4 t 7/5 t.SE 5 20 100 2)ALL FOOTINGS PER DESIGNER'S PLAN 55 RIgldLam LUL 1 3/4 t //5 1.5E 1 14 14 ,. LEGEND: (UNLESS NOTED OTHERWISE) 54 RIgIdLam LVL 1 5/4 t 1/5 .5E a 20 ',,,= e5 RIgIQLamLYL 1 5/4 1 1/5 .sE 1 15 10 Pacifi - 1 1 umber 3)ALL BEAMS PER DESIGNER'S PLAN 56 BIG BEAM s 11/2 1 1/5 2.1E 1 12 12 o--HANGER GALLOUT (UNLESS NOTED OTHERWISE) J51 131-KG 1.15 LVL 5/4 1 T/b 1.5E 24 3 12 Filler blocking is not structurally required provided both �3 ® 4)USE CAUTION WHEN GUTTING 7/5-032 BLKG RFPI-20 s/a 1 1/5 15 3 as I-Joists are continuously laterally supported by SUPPORTING POST J1 RFPI-20 J2 RFPI-20 5/4 1 1/a a 12 96 3/4 1 a 2 10 20 FOR PLUMBING connection to the sheathing at the top flange.In COMPANY ® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 3/4 t 1/5 32 20 640 addition,the joint in the sheathing shall be positioned & TRUSS R -RIMBOARD SHEARWALLS ie RFPI-2o 3/4 t 7/5 11 so 330 over the center of One Of the two top flanges t0 assure J5 RFPI-20 5/4 1 1/5 11 14 266 ' -� shear transfer between sheathing panels. 105 1 5 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-4665 LB -LVL BLOCKIN6 THIS/5APLACEMENT PLAN ONLY. J6 RFPI-20 5/4 1 1/a 2 a 16 This layout J J5 RFPI-20 3/4 1 1/5 3 15 sa PLAN DESCRIPTION/NUMBER: 1 7D (BASEMENT WITH JOISTS) JB -JOIST BLOCKING y tis to be used in con'unction with J5 RFPI-20 3/4 1 1/5 1 z z range.� Architectural/Structural plans.Verify all J9 RPM-2o 5/4 1 //a 3 16 4e '"° ''"s "e 31/7 CUSTOMER: POLYGON J -JOIST GALLOUT shear wall blocking placement and connectors R1 OSB Rim 1 1/5 9 16 144 eq�ire M" "'" Max nn Max 2'" °n man PLAN DATED: 1 1/29/15 B =BEAM(FLUSH w/JOIST) Purchaser responsible for approving this A ee DBI-JOIST WTHOUT FILLER CONSTRUCTION r . Fmmmw^.P° DESIGNER: KAM/L.HENOER50N DATE: 12/1/1 5ayout prior to any construction, H1 M1rat 1.ba tbHDR -HEADER(BEAM BELOW JOIST) 92 MIT11.55-or-ITT11.90 36 ,e e0 5E10-BEAM BY OTHERS °°` PL 1 5-406 (MAIN) SHEET:2 of 5 DE9/6N NOTES: ROSEBURG FRAMING SYSTEM'" p° ,M PACIFIC LUMBER COPYRIGHT 2015 THIS FLOOR SYSTEM WAS quality engineered wood products for today's builder•• " ."^ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR The plans may not be re-used orh copied,in whole ori part,without written permission from Pacific Lumber EXCEED THE LIVE LOAD RIGID LAM LVL RIGI DRI M" .�-..-,a�+�oR. Al ij� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other DEFLECTION CRITERIA E'''''''-'-'17`5' .a a SOLID s�ocK ALL POSTS PROM ABOVE o�,F,, - I� III TO ae,.Rnw eeLon.INSTALL BOVABli BLOCKS product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG IOYEAP¢OaUCIS i1 -. '-•o.� pPp y OF L/450 BEARING AREA OF BLOCKS '(��' \` 0 TO OW DEARo POST ABOVE 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 5100,000 per work Infringed willfully. j! FLOOR LOAD/N6: 41�"RFPF JOIST / `� 12psf LIVE LOAD 1 2psf DEAD LOAD aaasva°FOFttSrvGopvcTs �. .OI1 / BASEMENT FLOOR JOIST LAYOUT I�� /r. II, SLEEP/N6AREA5: tike !��i SCALE: 1/4'- 1'-O" 30psf LIVE LOAD 1 2psf DEAD LOAD 'Z:E F-:.:5=7,-- - START START ROOPLOAD/N6: od�",,.,•�"Mm- FRAMING FRAMING 2Tp5f LIVE LOAD DD RFPreLOOKMG PANELS AITH BEARMG SALL ABOVE POST LOAD TRANSFER DETAIL HERE HERE 11T.5. N. HERE \ r/// M-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 @ 15"O.G. I I I R ® CONFORMS TO DESIGN CONCEPT --__._ 51 1....--- - e i--,-..... I _ I PATIO ❑ CONFORMS TO DESIGN CONCEPT WITH PATIOi i 1REVISIONS AS SHOWN 4 i! _ I ❑ NON-CONFORMING REVISE AND RESUBMIT • j I! I I I ! I I • II • • R 1 1 N HP NAMING ! BEEN GEJ!EYEO SON GENERAL CONFORMANCE .✓ R1 j / 3A- B•1/B 1 / I I I +�,I J 1 II I II iITH N DESIGN EGN CONCEPT ONLY AND DOES NORELIEVE T E FABRICATOR/VENDOR OF RESPONSIBILITY FOR CON ORFAN E YITE HE Est N WINGS AND SPECIFICATIONS ALL DF n,CH HAVE PRIORITY IJ�'1 ( IBt B1 _3 3 3 J5,3 13.3.6 OVER THIS Sr. D ,N IIJB J J5 J:: JS 43 J3 ✓ j iI l 11 I ,j � - B 2 Ia I ' ! j � ' : , I I iI II • • CT ENGINEERING INC 4r. ii • kIj ®Ww.m:roveMH��er ❑0 NO.001,1FORMING-REVISE B.RESUBMIT 1. q I ; 11 1II li j I 412... 42 12 42 42 J2 42 J2 112 2 I• J2 4, J2 r Jp' l¢ /2 . - ,.�- '' R 1 — Alexia"r." .« E C T S R JB2 II • J 21 I MILBRANDT ARCHITECTS ,_e�.,�__. I. III I .I it 1 I ' .. II 1 ,' !� JJi I 1 ~.. � I j li J1 .1 J1 J1 J J1 �1 �1 J1 .�1 J1 .) J1 JA J1 .��1 J1 J1 J1 .�1 Jit .)1 .�1 �1 .�11 J1 �1 J1 I I 11 1 • • 11 j • • l I I j i it 1 il ji iit 1 • • iIIl II I •' I j i 11 I li • • �\ - II . ' r I. ' ,_ I 1 L 1 C ' 1�1 e • j , I 1 a • 1 • / \/ f' f // f/ \ . /e! \ti '/ I I fiLl IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION OONTRACTORNores: PL 1 5-406 (Basement Floor) • 1)VERIFY ALL FRAMING CONDITIONS POLYGON 1112 BASEMENT WITH JOISTS LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN Mrk» Materiel Width Depth Grade City Gut Lth Tot Lth (UNLESS NOTED OTHERPacifi umber WISE) J1 RFPI-20 1 3/4 9 1/2 1 4 24 336 /--� 3)ALL BEAMS PER DESIGNER'S PLAN ( H -HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 1 O 28 280 �/ (UNLESS NOTED OTHERWISE) `',,q COMPANY FOR PLUMBING ® -SUPPORTING POST 4)USE CAUTION WJ3 RFPI-20 1 3/4 9 1/2 11 12 132 WHEN GUTTING J4 RFPI-20 1 3/4 9 1/2 2 6 12 ® & TRUSS -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL 51 OSB Rim 1 9 1/2 5 1 2 50 R -RIMBOARD SHEARWALLS 51 RIgldLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON,OREGON 9005 (503)858-9663 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 PLAN DESCRIPTION/NUMBER: 11D (BASEMENT WITH JOISTS) LB -LVLBLOGKING THIS IS A PLACEMENT PLAN ONLY' J51 BLKG 1.15LVL 1 3/4 9 1/2 1.5E 32 3 96 JB -JOIST BLOCKING This layout is to be used in conjunction with JB2 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON Architectural/Structural plans.Verify all PLAN DATED: 1 1/24/15 J -JOIST GALLOUT shear wall blocking placement and connectors Accessories B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this H 1 ITHO 1-I 950-or-ITT9.5 6 DESIGNER: KAM/L.HENDERSON DATE: 12/1/15 NOR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. BASEMENT BBO-BEAM BY OTHERS PL 1 5-406 FLOOR SHEET: 1 of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 24" OPEN WEB JOIST @ 19.2"O.C. 17-07-12 7-06-04 STAGGER F15 JOISTS B FD2 15-00-08 GIRDER TO AVOID TF \----------ThHANGER COLLISION AND POLYGON START FRAMING HERE PLUMBING ABOVE. P 4 � > { IP P P P P P"Ll ice u7� urI ren vl- In 170 (BASEMENT WITH JOISTS) MOVE JOISTS +/- 4" TO k' LL LL' LL I PL15-006 UPPER 69� Lo� I2_ ,^Q u_ o 1 - AVOID PLUMBING _ _ ® , LLL e . 4r S v-. 9_v.'- _ �.. .,� .. I 12/1/2015 LL LL LL LL LL LL LL LL N o Products CONFORMS TO DESIGN CONCEPT - PIotID Length Product Plies Net Qty ® BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH L+--..I BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWN F45 F4•Fa.F42 41 40: 40 F40 BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ NON CONFORMING-REVISE AND RESUBMIT _ 1 a BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVERED FOR GENERAL CONFORMANCE 'CI: J BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 4 m m CO CO CO CO CO CO CO CO co m la FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o T. IL uo w q LL `E ,LL LL . LI E E LL .LL LL ,: ,: L� u- LL LL BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY `� BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 OVER THIS SHOP DRAWING. _ BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 � A By: Arnold R. Solomon Date: December 3, 2015 C CT ENGINEERING INC F03 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 BEAM FLUSH WITH TOP LL 3 " " m {0) I ACCESSORIES QTY N N N N N OF FLOORN Ii JOISTS i CONFORMS N�"�kFTr,�THLL LL LL 0 LL LL O HIT424 49 o NON CONFORMING-RM.at RESUBMIT 0 A 2X4 DF#2&BTR FOR RIBBON 210' { 1 15 13 Nc z Fuku o< Gnus Y d_1 (��_ :�i3L?� , •IHGUS5.50/12 1 By MILBRANDT ARCHITECTS -� --.,e, : F40 45 1, 15- 3 0 (j {LL 0 ® HGUS5.25/10 1 F40A F45 F.44 F4F42 F4 F40: 40 F4,..!1„4:771-__ lil y N BM8 FLOOR LOADING OI- [il LL� LL _ LL BK1=BLOCKING L— C RM1=RIM BOARD 40 LL k LL_>> IcA P9 L, 15 DL m 4.11 REFER TO STRUCTURAL PLAN FOR ADDITIONAL IBM4 o POST TRANSFER BLOCKING r ^ ,r n n r ^ 4 AND SHEAR BLOCKING REQUIREMENTS. D LL ti LL u. ti Ii li Ii li uoS 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F40 F521 2 F47, F40 m I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1=i] LJ -II II MI,g31,11 1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F41 ® F45 F4F40 BM5 F40 F44 F42 F40 F40 F47 It DO NOT: Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. ` acill Pumber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3