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FRAMING NOTES: <br />1. U.N,O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 1Od x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W71Od x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8536, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />OMMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1) #5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE LENGTH 6l>s av4s ensa eP14as enoaa ePSHr nra • <br />T4T' (421 PRECAST 2231 <br />4'-0' (481 PRECAST 1IM <br />W-W (54') PRECAST 162I <br />11?4' (641 PRECAST 1217 <br />V-10` (70') PRECAST — <br />Ta' (7n PRECAST 906 <br />r-r (6D1 PRECAST 743 <br />94' (112) PRECAST 554 <br />104r (12r) PRECAST 475 <br />Ill-W (13r) PRECAST 382 <br />1r-W (144') PRECAST 337 <br />I" ("V) PRECAST 226 <br />11r0 (1661 PRECAST 279 <br />14'4S (1761 PRFBiRMBED N.R. <br />1S4' (1841 PRESTRESSED N.R. <br />1r4" Wn PRESTRESSED N.R. <br />la-c (23r) PRE811ffi88ED N.R. <br />21'4' On PRESTRESSED NR <br />2r-0' (2641 PRESIRIMED N.R. <br />24'-0' PREBTREBBED <br />=f-7M=r7-"= <br />O�mOmOm <br />0000mom <br />OD®OmO� <br />���0000 <br />moovmoo <br />��0000m <br />os�■�0000 <br />'0moma�r <br />mm�0��0 <br />mmoomc�-ter <br />OB�000m0 <br />OB0�0�00 <br />ommom�*!�r_ <br />oommaoo <br />0�m®�00 <br />OB0���00 <br />ODmiL.7m00 <br />B�Bv00BT',._7�0 <br />©O0�m00 <br />�Om�mmO <br />�©BaBO©B1r:70 <br />�OO�Om� <br />�BVBIvlBIi7©0� <br />"MEN""" <br />0 <br />Bv�©BVB0B0© <br />D��i�000® <br />B©Bv0�B0B©Bv <br />00�0®00 <br />B©0©Bli7B1700 <br />-p- 174 ai 1 40 1 U4 1 4N I lam <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATM <br />SAFE 8" PRECAST & PRESTRESSED LOADS FU-LIOR <br />NTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/MA SAFELOAD 6MV-6MA 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />T-r (42') PRECAST <br />1025 <br />1024 <br />1MB <br />Td` (421 PRECAST <br />NO On PRECAST <br />7M <br />7M <br />1300 <br />r4r (or) PRECAST <br />4'4P (641 PRECAST <br />692 <br />691 <br />1073 <br />r4' (54') PRECAST <br />V4' (e41 PRECAST <br />411 <br />411 <br />745 <br />S4' (84") PRECAST <br />F-10' (M) PRECAST <br />340 <br />339 <br />618 <br />S-IIr (70') PRECAST <br />S4r (76') PRECAST <br />607 <br />721 <br />490 <br />S4P (7B') PRECAST <br />r4Y (W) PRECAST <br />424 <br />534 <br />303 <br />ra' N01 PRECAST <br />Y4' (1121 PRECAST <br />320 <br />512 <br />230 <br />44' (1121 PRECAST <br />10'4r (126) PRECAST <br />264 <br />401 <br />180 <br />104r (12" PRECAST <br />11'4- (13W) PRECAST <br />200 <br />402 <br />154 <br />W-C (1W) PRECAST <br />12-V (144') PRECAST <br />244 <br />402 <br />IV <br />1r4r (144') PRECAST <br />134" (160) PRECAST <br />217 <br />324 <br />110 <br />1T4" (160") PRECAST <br />14'0 (1661 PRECAST <br />206 <br />7A3 <br />100 <br />Ir4r (16C) PRECAST <br />/r2' (176) PRESTRESSED <br />NR <br />281 <br />W <br />Ir-r (1761 PRESTRESSED <br />JEW (IWI PRESTRESSED <br />NR <br />259 <br />83 <br />1S4' (1841 PR661%88� <br />lr4' C106") PRESTRESSED <br />MR <br />194 <br />64 <br />1r4- wn PREEnmem <br />174' Mn PREVIEWED <br />N.R. <br />148 <br />62 <br />1!4' (232) PRESItESM <br />21'4' (2M') PRES1RE88® <br />N.R. <br />125 <br />42 <br />21'4' Mn PRE6TRFS8ED <br />27-V P41 PRMiiEBED <br />NR <br />116 <br />40 <br />2r4r 00411 PRE <br />24'4r R61") PRE <br />N.R. <br />S1 <br />33 <br />1 2P4r RM1 PRSBTRE38® <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHER13 TO MEET OR EXCEED VALUES STATED A <br />• PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />!-_____ -___________-___- -1T/-m BENS-1T/OMI08 ____—_-_-__-_ I -iT/OM/OBI <br />1 <br />1 <br />1 <br />1 <br />1 <br />% <br />`♦♦ <br />1 <br />i-I <br />1 <br />`♦ <br />1 <br />I <br />�1 <br />1 <br />`♦ <br />I <br />b1 <br />1 <br />♦ <br />I <br />u.l <br />1 <br />♦. GT <br />I <br />1 <br />r <br />�♦ <br />I <br />,`♦ <br />' <br />I <br />1 <br />`♦, <br />1 <br />1 <br />0 <br />1 <br />`♦ <br />i <br />' <br />`♦ <br />I <br />�`♦ <br />' <br />1 <br />4op <br />`♦ <br />1 <br />I <br />1 <br />`♦ I <br />♦V <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />Io <br />I� <br />1 <br />1 <br />1� <br />1 <br />I° <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LINO, PROVIDE BB1 WHERE <br />1 <br />ROOF TRUSSES BEAR, TOP <br />1 <br />I <br />OF WALL EL. 8'-8", UNO. <br />1 <br />1 <br />I 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />8F8- <br />1 <br />I <br />1T/OM/0B <br />1 <br />1 <br />1 <br />1 <br />1 <br />GT 1 <br />u <br />: !i i!: iwli!iS <br />_ <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesipgmup.com <br />AA #: 0003325 <br />r <br />y� <br />b <br />b <br />a <br />Ip <br />BVSDIN & LOOSILVERADO <br />LOT #50 <br />BLK #18 <br />ROJECT#1 <br />04128.002-50181 <br />MODELa <br />4EBB <br />"1828—CALL" <br />GARAGE BNTNG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />