Loading...
BHE 39C-R 1st PP - FS 7-2-12-1Bl o c k i n g S c h e d u l e La b e l Q t y D e s c r i p t i o n L e n g t h B4 a l f 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 4 8 ' - 0 " For Submittal 07/02/2012 1st FL O O R F R A M I N G Co n n e c t o r s La b e l Q t y D e s c r i p t i o n T F F s t n r F a c e F s t n r J o i s t F s t n r H1 1 T H O 1 7 1 1 8 6 - 1 0 d - N o n e 2 - 1 0 d x 1 . 5 " H2 3 T F L 2 5 1 1 8 6 - 1 0 d - N o n e 2 - 1 0 d x 1 . 5 " Ri m b o a r d S c h e d u l e La b e l Q t y D e s c r i p t i o n L e n g t h RB x 1 3 1 - 1 / 8 x 1 1 - 7 / 8 L P - O S B R i m 1 6 ' - 0 " RB 1 4 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 4 6 ' - 0 " RB 1 5 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 3 4 ' - 0 " RB 1 6 2 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 1 2 ' - 0 " RB 1 7 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 4 ' - 0 " RB 1 8 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 2 ' - 0 " Be a m S c h e d u l e La b e l Q t y D e s c r i p t i o n L e n g t h M1 3 1 - 3 / 4 x 1 1 - 7 / 8 L P - L S L 1 . 7 5 E 3 2 ' - 0 " M2 2 1 - 3 / 4 x 1 1 - 7 / 8 L P - L S L 1 . 7 5 E 4 ' - 0 " M3 3 1 - 3 / 4 x 9 - 1 / 2 L P - L S L 1 . 7 5 E 2 6 ' - 0 " M4 3 1 - 3 / 4 x 9 - 1 / 2 L P - L S L 1 . 7 5 E 2 0 ' - 0 " M5 4 1 - 3 / 4 x 9 - 1 / 2 L P - L S L 1 . 7 5 E 1 2 ' - 0 " Jo i s t S c h e d u l e La b e l Q t y D e s c r i p t i o n L e n g t h J1 8 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 4 8 ' - 0 " J2 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 3 6 ' - 0 " J3 1 5 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 3 4 ' - 0 " J4 6 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 3 2 ' - 0 " J5 1 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 2 2 ' - 0 " J6 3 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 1 8 ' - 0 " J7 3 1 1 - 7 / 8 ' ' L P I 2 0 P l u s 4 ' - 0 " DRAWNBY 06/26/2012REV. NO.BenTrafford PlotDate:LOADINGDEFLECTIONROOFLIVE35PSFN/A ROOFTOTAL55PSFN/A FLOORLIVE40PSFL/480 FLOORTOTAL55PSFL/360 DE S I G N N O T E S : -- - - - - - - - - - - 1. J O I S T L A Y O U T S H O W N I S T O A S S I S T WI T H E S T I M A T E A N D J O I S T L O C A T I O N , SU P E R I N T E N D A N T I S R E S P O N S I B L E T O SE E T H A T J O I S T & L V L L O C A T I O N S D O NO T I N T E R F E R E W I T H P L U M B I N G O R ME C H A N I C A L E Q U I P M E N T . 2. J O I S T S A R E D E S I G N E D F O R F L O O R LO A D I N G O N L Y . A L L R O O F & C E I L I N G LO A D S A R E T O B E A R D I R E C T L Y A B O V E BE A R I N G S U N L E S S N O T E D O T H E R W I S E . 3. R E F E R T O D E T A I L S I N I N S T A L L A T I O N GU I D E P R I O R T O C O N S T R U C T I O N . EV E R Y E F F O R T H A S B E E N M A D E T O B E A S A C C U R A T E A S P O S S I B L E W I T H TH I S S T R U C T U R A L T A K E O F F . D U E T O L A C K O F D E T A I L A N D I N F O R M A T I ON ON M A N Y P L A N S , A N D T H E V A R I A N C E O F F R A M I N G T E C H N I Q U E S I N T H E IN D U S T R Y , C E R T A I N D E S I G N A S S U M P T I O N S M A Y H A V E B E E N M A D E . TH E R E F O R E , I T I S I M P E R A T I V E T H A T T H E L U M B E R D E A L E R A N D T H E CU S T O M E R R E V I E W T H E S E P L A N S F O R L A Y O U T , B E A R I N G L O C A T I O N S , PO I N T L O A D S , A N D S P E C I A L C O N D I T I O N S P R I O R T O O R D E R I N G . F A I L UR E TO D O S O W I L L C O N S T I T U T E A C C E P T A N C E A S D R A W N . A N Y C H A N G E S , AD D I T I O N S , O R D E L E T I O N S W I L L B E A T T H E E X P E N S E O F T H E L U M B E R DE A L E R A N D / O R C O N T R A C T O R . T H I S L A Y O U T C O N T A I N S E N G I N E E R E D WO O D P R O D U C T S W I T H S P E C I F I C D E S I G N V A L U E S , A N Y S U B S T I T U T I O N MU S T H A V E E Q U A L O R G R E A T E R D E S I G N V A L U E S . Thisdrawingmaynotbecopiedwithoutpriorwrittenpermission 3/8''=1'-0''Architectural Construction Supply SheetSizeScale24x36(D)DATE DrawingNo.12062741Lot39C-RMarkWarnerRd.Northampton,MA PostCenterlineDimensionPlanTypicalforLot40C-R155BayRoad/POBox945 Belchertown,MA01007 PH:(413)323-7247FAX:(413)323-5780 http://www.ufpi.com/10dboxnailsat6"o.c.toe-nailedfromoutsideofbuilding.RIMBOARDA1 SamedepthasI-joistFastenrimboardtoeachfloorI-Joistusingone8dnailor 10dboxnailperflange A9RIMBOARDASSTARTERJOIST Provideblockingforlateralsupportasrequired.UseLPI-Joist,LPLVL,LPLSL,orLPRimBoardasblocking10dboxnailsat6"o.c.toe-nailed fromoutsideofbuilding.Usetwo8dnailsortwo10dboxnails (oneoneachside)B4aJOISTNAILINGATINTERIORSUPPORT wBlocking 12 ' - 0 " 14 ' - 0 " 20 ' - 0 " 12'-25/8"19'-81/2" 22 ' - 0 " 10 ' - 6 " 3' - 0 " 7' - 6 " 3' - 0 " 8'-0" 1'-0"3'-0" 4'-0" 3'-0"15'-45/8" 12'-0" 10'-0" 4'-2" 3' - 4 " C1 10 ' - 5 3 / 8 " C1 C1 C1 B4a A1 10 ' - 0 " 3' - 9 1 / 2 " 10 ' - 0 " 10'-0"52'-0" 8' - 5 3 / 8 " 5' - 6 5 / 8 " A1 16''ocJ3 46 ' - 0 " 20'-07/8" 17'-37/8"12'-31/2" 48'-0" 16' ' o c 16' ' o c 16' ' o c J1 16' ' o c J2 A9 RB2 J4 A1 A9 A1 A9 A1 A1 A1 A1 A9 A1 B4a M2 RB15 RB16 RB1 16' ' o c J5 16' ' o c J6 RB7 J7 16' ' o c RB14 RB18 RB16 J7 RB7 H1 RB 3 RB4 RB 5 RB 6 RB11 RB 8 RB 9 R B 1 0 RB1 0 RB17 RB 1 2 RB13 (3)M1 (3)M3 (3)M4 (4)M5 A9 M2 H2 H2 H2 B4a