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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 W/ (9) 10d x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 10d x 1 1M" 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 />S. 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .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 />INDICATES OPENING BELOW i 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />W6xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x8 <br />(1)q5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS <br />4c66IS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD <br />PLF <br />TYPE 8U8 wa er12a eruct en4a w enii erwa wum TYPE " — Rcrn <br />LENGTH <br />68 (4n PRECAST 2281 <br />4'4r (4e') PRECAST 1900 <br />4'a' (54') PRECAST 18W <br />64- (94') PRECAST 1217 <br />6-Ir (79') PRECAST 10112 <br />61' (78') PRECAST We <br />7'4" (W') PRECAST 743 <br />61' (112') PRECAST 664 <br />10-0' (1261 PRECAST 475 <br />11-4- (131M PRECAST 302 <br />120 (144') PRECAST 337 <br />13'4' (1M PRECAST 21111 <br />14'-0' (Ilea') PRECAST 279 <br />14'-8' (1T8') PRESTRESSED KR. <br />164' (134') PREETRESSED N.R. <br />17'4' Pm PRESTRESSED KR <br />19W (292') PRESTRESSED N.R. <br />2T4' On PRESTRESSED N.R. <br />22'-0' (2N49 PRESTRESSED KR. <br />24'4Y PRE8TRE88E0 <br />�m00�0 <br />00�0®mmo <br />v00000m <br />SZEm0E3R0000 <br />momQoo" <br />mom000v <br />E=E <br />®E=ElEZA <br />m0K::lK=m=, <br />K <br />Q= <br />m®MCZXOKMMK=Mm <br />mmcmv©�T= <br />mmoo©oo� <br />K=Em©K=El=E= <br />CZi�mO©m0 <br />"mmo©== <br />oomo©ov <br />ommo©��n <br />oommomv <br />"NaE®KEMm00 <br />®M[M"m®m0 <br />0MEMEMSKEZE <br />®0 <br />00000�o <br />0©000M7OC30 <br />®�000K:3m <br />00�0000 <br />00�0��0 <br />00000©o <br />(?W'1 N.R. m ao 1 40 1 04 ee4 I taI I IM <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />T- (42) PRECAST <br />1025 <br />1024 <br />1BB8 <br />N-V (48") PRECAST <br />7B6 <br />763 <br />1309 <br />4.4Y (54') PRECAST <br />6/2 <br />501 <br />1073 <br />64- (64') PRECAST <br />411 <br />411 <br />745 <br />6-10' (70') PRECAST <br />mo <br />758 <br />51e <br />647' (78') PRECAST <br />W7 <br />721 <br />40D <br />ia' M PRECAST <br />424 <br />634 <br />383 <br />VW (112) PRECAST <br />328 <br />512 <br />230 <br />104P (12r) PRECAST <br />254 <br />401 <br />100 <br />11'1' (1311 PRECAST <br />280 <br />452 <br />154 <br />124Y (144') PRECAST <br />24.4 <br />402 <br />137 <br />IT-V (11i') PRECAST <br />217 <br />324 <br />110 <br />Iwo (m) PRECAST <br />206 <br />203 <br />100 <br />14'1' (178r) PRESTRESSED <br />N.R. <br />284 <br />91 <br />161' (184') PRWTRE88ED <br />N.R. <br />269 <br />83 <br />llrW Olffin PRESTRESSED <br />N.R. <br />194 <br />64 <br />191' Mn PRESTRESSED <br />N.R. <br />148 <br />62 <br />214- (2 n PRIESTRESSED <br />N.R. <br />10 <br />42 <br />27-T PM P <br />N.R. <br />116 <br />40 <br />24'4Y Mn PRESTRESSM <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />0��0000 <br />m���000 <br />VW <br />m0000®o <br />m0000®o <br />m�a,�n0000 <br />- <br />�...........�1QQ1Q."�� <br />�m0000m <br />CrK- <br />_11011=9 <br />IlMrl <br />1 �1'lNMI <br />00000mm <br />�m�00�0 <br />mo®mmo®. <br />oorcrrm-���, <br />mo-CnCr�r'�� <br />0 <br />CT <br />CT1 <br />CAT,'. <br />CT <br />CT1 <br />CcT4i <br />©W:"K:rCr. <br />K:3"E: <br />_ <br />E:r <br />"@1W:r0C3'1C7 <br />"ICT1CP1 <br />0@�ET�IE'7'1Ct!'Q1CT1 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0128.03 <br />-----------; <br />1 8F16-lT/0M/0B <br />1 BF6-1 iT/0M/OB T-6" �% <br />1 % 7'-4" <br />1 %% <br />1 <br />1 <br />BF16-lT/OWOB <br />6'-0" <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", UNO. <br />F-----� <br />I I° <br />L - - - - - J <br />1 <br />j <br />♦ <br />1 <br />8RF14-1T/OM/0B <br />1 <br />1 <br />i <br />� <br />1 <br />1 <br />4 1 <br />♦ <br />1 <br />1 <br />♦ <br />♦ <br />1 <br />1 <br />aF8 <br />j <br />1 <br />1 <br />1 <br />SF16-1T/0M/OB <br />1T/OMIOB <br />♦ <br />1 8F20-1T/0M/1B <br />1 <br />1 <br />♦ 4'-6' <br />5'-10" <br />I <br />1 17'-4" <br />1 <br />v--------------------------------------- m---------- ---v <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA 14: 0003326 <br />S <br />a <br />* <br />t <br />m <br />etMDM Je LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PROJECT# <br />04181.000-06151 <br />MODEIe <br />4EWB <br />"1499—FREEPORT" <br />GAPMOE 9WING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH C <br />AA <br />NO <br />DA Jm 08/13/20 <br />NCALE: 1/4"=1'-O" <br />aiIEET <br />s2 <br />