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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) lod x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8)1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING I$ 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 PBS36, .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 / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = 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 />(Psl) <br />�xH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />1 8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 01O <br />74' (42') PRECAST 2231 <br />4Ar (40n PRECAST 18e8 <br />W-W (54') PRECAST 1585 <br />71' (64') PRECAST 1217 <br />F-10' (70') PRECAST 1062 <br />6'4' (781 PRECAST SOS <br />T4' (SO`) PRECAST 743 <br />V1' (112') PRECAST 554 <br />iV4' (120) PRECAST 475 <br />11'1' (13" PRECAST 302 <br />124' (144-) PRECAST 337 <br />171' (16n PRECAST 208 <br />IN-W (ten PRECAST 279 <br />lW4' (178') PRESTRESSED NA <br />184' (184') PRESTRESSED N.R. <br />1T4' (2M PRESTRESSED RR <br />19'1' (2321 PRESTRESSED N.R <br />21'1' (2M PRESTRESSED NA <br />22'4' (2641 PRESTRESSED NA <br />24'4' (26e9 PRESTRESSED <br />®�mm�m <br />0��000 <br />oomomom <br />mm0000�a <br />0�m0�00 <br />momQ!omm <br />0mmomov <br />m®mooc�mK--nl <br />EMIR <br />m®�m�Om <br />�000�m0 <br />ommoomv <br />�0000�Q <br />0�00DOD <br />ommom��r <br />oommomo <br />O�0�m00 <br />®�000�0 <br />®mmmo�am <br />0000000 <br />oo©0000 <br />0��0®00 <br />RR in MD 4a1 461 1 M4 1 10R 1 1222 <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 EDMON <br />-ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFpi TOAD�A SAFE LOAD -POUNDS PER LINEAR FOOT <br />74' (42') PRECAST <br />10M <br />1024 <br />1558 <br />1 74' (4n PRECAST <br />4'4' (48') PRECAST <br />766 <br />783 <br />1305 <br />V-W (48') PRECAST <br />4'4' 04') PRECAST <br />02 <br />501 <br />1073 <br />4'4' (54) PRECAST <br />F-C (64') PRECAST <br />411 <br />411 <br />746 <br />VW (64') PRECAST <br />6'-10' (70') PRECAST <br />340 <br />339 <br />616 <br />F-10' (70') PRECAST <br />S4' (78') PRECAST <br />5D7 <br />721 <br />490 <br />V4' (781 PRECAST <br />T4' (S07 PRECAST <br />424 <br />534 <br />3e3 <br />T4' (0V) PRECAST <br />9`1' (112'7 PRECAST <br />325 <br />512 <br />230 <br />S-4' (112) PRECAST <br />174' (12V) PRECAST <br />294 <br />401 <br />150 <br />1014' (12er) PRECAST <br />ll'-C (1W) PRECAST <br />250 <br />452 <br />154 <br />111-1' (13n PRECAST <br />12'4' (144') PRECAST <br />244 <br />402 <br />137 <br />124' (1"') PRECAST <br />174' (160) PRECAST <br />217 <br />324 <br />110 <br />174' (100) PRECAST <br />W-W (18n PRECAST <br />205 <br />293 <br />100 <br />14'0 (1681 PRECAST <br />14Ar (IM PRESTRESSED <br />N.R. <br />294 <br />61 <br />14'4' (171n PRE$TRWBED <br />171' (184') PRESTRESSED <br />NA <br />259 <br />83 <br />16'4- (1041 PRESTRESSED <br />1T4' Wn PRESTRESD <br />NA <br />194 <br />04 <br />1T1' RW) PRE81RESSED <br />1V•4' Can PRESTRESSED <br />NA <br />148 <br />62 <br />IV4" (232') PRESTRESSED <br />Z1'1Mn PRESTRE80ED <br />N.R. <br />125 <br />42 <br />214' (2P') PRE87RE88® <br />274' aM*) PRESTRESSED <br />N.R. <br />116 <br />40 <br />2T4' (20Y) PRESTRESSED <br />24'4' mn PRE.4mom <br />N.R <br />1 97 1 <br />33 <br />2Y4Y Mn PRESTRESSED <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 Y OF SEARING PAST EACH 810E OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />- - - - - - - - - - - - - - - - - - - - — - m----------------------- :----------- <br />8F16-1Tl0M/OB <br />6'-0" <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", UNO. <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 />8F20-lT/OM/1B 1 <br />1 <br />17'-4" 1 <br />8F16-lT/OM/OB <br />T-8" BF16-1T/OWOB <br />T-4" <br />I <br />I <br />I <br />0 <br />8RF14.1T/OWOB `♦ 1 <br />♦ 1 <br />♦ 1 <br />♦♦ 1 <br />7F8-- <br />?l ♦♦ 1 <br />8F16-lT/OM/OB ♦ 1 <br />4'-6" 1 <br />� 1 <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.abdesigngroup.com <br />AA #: 0003325 <br />24 <br />I <br />'Al <br />C <br />� <br />a <br />;I <br />tiw, <br />IN <br />8L73DIV. ae LOT <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PROJECT <br />04128.001-38181 <br />MODEL4 <br />4EWB <br />"1499-FREEPORT" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />1 <br />DATTE. 07/24/20 <br />sCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />