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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) 1 Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H70A OR LGT2 W/ 1 Od 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 ENGINEERS REVIEW AND <br />APPROVAL. <br />9. PLACE 20 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 PBS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 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 Y-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />Sl7ESIlm PT1� <br />REMARK <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />RRRRM 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 />(fe <br />��, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bxe <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />Gu6.G4rw 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °1J0 <br />74' (42') PRECAST 2231 <br />W-T (469 PRECAST 1968 <br />4d (541 PRECAST 15" <br />S4' (649 PRECAST 1217 <br />5-10' (Tn PRECAST 1082 <br />94' (TC) PRECAST ON <br />T4' (SO') PRECAST 743 <br />V4' (IM PRECAST 554 <br />10.4' (128) PRECAST 475 <br />11'4- (136') PRECAST 362 <br />17-V (144-) PRECAST S37 <br />174- (180`1 PRECAST 208 <br />IN-V (16n PRECAST 278 <br />14'4' (176') PREFTRESSED N.R. <br />154- (104') PRESTRESM N.R. <br />1rI' Mn PRESTRESSED N.R. <br />17-C RM PRESTRESSED NA <br />21'44 Mn PRESTRESSED NR <br />2Z-V MCI PRE RR <br />W-Cr PRE <br />m�1m��1-0 <br />O�m0000 <br />O�mOmO� <br />Om0000m <br />OmmOm <br />Om <br />0m0000 <br />E <br />mc�m�r.!oo <br />000�m�av <br />m®00000 <br />0®Om0�0 <br />�m00000 <br />0�m0�00 <br />ommo�ir-Q� <br />ODmm�mO <br />oomm�o0 <br />000moov <br />mmmmm00 <br />©omom�ao <br />©�mOm�O <br />��m�m00 <br />Dm�mmO <br />O <br />mOmmmm® <br />0�00�0� <br />0mmmmmm <br />mmmmmmm <br />00�0�00 <br />mOmOmmm <br />"��"®M= <br />mmmOmmO <br />�0000�� <br />R84) N.R - igo a» F 44# 1 054 1 4M I NR 1 1772 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TASTES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8' PRECAST & PRESTRESSED U-LINTELS r SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS <br />SAFELOAD <br />FLOAD I SAFE LOAD - POUNDS PER LINEAR FOOT <br />74' M PRECAST <br />1025 <br />1024 <br />ISMS <br />74' (4n PRECAST <br />4.4' (48') PRECAST <br />m <br />783 <br />1309 <br />4'-0' (48') PRECAST <br />W4r 04-) PRECAST <br />SIM <br />591 <br />1073 <br />4.4' (54D PRECAST <br />Ste' 04') PRECAST <br />411 <br />411 <br />745 <br />SW W-) PRECAST <br />S-iP (10') PRECAST <br />340 <br />33S <br />816 <br />5-10' M PRECAST <br />74' (M PRECAST <br />507 <br />721 <br />4W <br />S4' Vn PRECAST <br />r4' (909 PRECAST <br />424 <br />534 <br />363 <br />r4r (9P') PRECAST <br />P4- (112') PRECAST <br />326 <br />512 <br />230 <br />V-4 (11r) PRECAST <br />104' (128) PRECAST <br />284 <br />401 <br />18D <br />10.4' (126) PRECAST <br />114' (136') PRECAST <br />200 <br />452 <br />154 <br />114' (13S) PRECAST <br />174M (144) PRECAST <br />244 <br />402 <br />137 <br />IZ4Y (144') PRECAST <br />174' (180') PRECAST <br />217 <br />324 <br />110 <br />17-C (150) PRECAST <br />144r (168) PRECAST <br />2D5 <br />293 <br />110) <br />W4r (18IT) PRECAST <br />144' (178) PRESTREM <br />NA <br />264 <br />91 <br />14'4' (178') PRESIRIMM <br />164- (184') PRESTRIMED <br />MR <br />250 <br />83 <br />19W (184-) PRESTRESSED <br />irk' On PREBTRIMED <br />N.R. <br />194 <br />84 <br />1r-C Mn PRFSIRFMED <br />19'-4' R329 PREST <br />NA <br />1" <br />52 <br />19-C R32i PREERF58ED <br />21'-C On PRESTRESSED <br />N.R. <br />125 <br />42 <br />1 214- (288D PRF$TPMED <br />27d (264) PRESTRESSOD <br />MR <br />116 <br />40 <br />2741` R84') PRESIRFSSED <br />24'4" Mn PRE'87REMED <br />RR <br />M <br />33 <br />24'4r Mn PRE <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 C OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />i <br />1 <br />1 <br />♦ <br />1 <br />♦ <br />to <br />♦♦ o <br />to <br />♦ o <br />Im <br />♦♦ <br />1 m <br />♦_ m <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8', UNO. <br />I � <br />—J <br />1 '%♦ 8F8- <br />1 ♦ 1T/OM4 <br />LIFT BEAM PLAN <br />SCALE: 114' = 1'-W <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 />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 />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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA 8: 0003326 <br />�y <br />0 <br />av>galy ae LOT: <br />SILVERADO <br />LOT #16 <br />BLK #19 <br />PROJECT# <br />04128.002-16191 <br />MODEL i <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />8 <br />i SCALE: 1/4"=1.-0- 1 <br />S2 <br />