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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 WI (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 W/ 10d 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 />MANUFACTURERS 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 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 />gZaMM 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 />(P-I) <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 />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS <br />4AW-611018 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH ONO <br />Y4" (42') PRECAST 2231 <br />V4' (4V) PRECAST 1906 <br />4'4' (54') PRECAST tape <br />84' (94') PRECAST 1217 <br />9-ta' (70') PRECAST 1062 <br />84' (7a') PRECAST 993 <br />r-S' (99') PRECAST 743 <br />P4' (1'12') PRECAST 554 <br />10'4' (12C) PRECAST 416 <br />11-4- (13n PRECAST 302 <br />12'4' (144') PRECAST 337 <br />ISW (18n PRECAST 296 <br />14'-W (188") PRECAST 279 <br />14'4' (179') PRESTREIISED N.R. <br />184- (164') PRESTRESSED N.R <br />1r4' Wn PRESTRESSED N.R. <br />184' Mr PRESTRESSED NR. <br />214' Mn PRESTRESSED N.R <br />2Y4' 041 PR68iRE99FD N.R. <br />ZV-W - PRESTRESSED <br />������l <br />0��0�0�, <br />om0000m <br />6��m0�OC1! <br />moc��r,omm <br />mmmomov <br />®�0000 <br />0momomr <br />mm000mo <br />omm0000 <br />om®oo�c�! <br />oo®0000 <br />ommom��r_+ <br />oom0o®c'a <br />o0®memo <br />oo®mmov <br />oommmoo <br />oomomov <br />'®ommmmo <br />�oommmmo <br />0��0m00 <br />�i�0�0®m0 <br />000�000 <br />(288') NR, 124 1 244 410 1 4N 1 04 1 12Q 1 1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAC111RE8 SPECIFICATIONS <br />-CRETE" SAFE <br />SAFE LATERAL <br />8" PRECAST & PRESTF <br />DT <br />FOR <br />S4' (4n PRECAST <br />1025 <br />1024 <br />1808 <br />4'4' M PRECAST <br />788 <br />783 <br />1809 <br />4.4' (64') PRECAST <br />ED2 <br />591 <br />1073 <br />S4' (84') PRECAST <br />411 <br />411 <br />745 <br />8-10' (M PRECAST <br />340 <br />330 <br />516 <br />a'4' (M PRECAST <br />am <br />721 <br />490 <br />r4' Wj PRECAST <br />424 <br />534 <br />383 <br />84' (1M PRECAST <br />34S <br />512 <br />230 <br />1014' (12r) PRECAST <br />294 <br />401 <br />190 <br />11'4- (138' PRECAST <br />200 <br />462 <br />164 <br />124' (144) PRECAST <br />244 <br />402 <br />137 <br />174- ("D') PRECAST <br />217 <br />324 <br />110 <br />W-V (168n PRECAST <br />208 <br />293 <br />100 <br />14'r (1M PRENTRIMISED <br />NR. <br />294 <br />01 <br />184' (184') PREVIRESM <br />NR. <br />260 <br />83 <br />1r4" (208') PREsirmsm <br />N.R. <br />194 <br />84 <br />184' C432') PREWiREBBm <br />N.R. <br />148 <br />82 <br />214. 0M PRESTRESSED <br />NA <br />126 <br />42 <br />2S4' (28C) PF43TREM <br />N.R. <br />114 <br />40 <br />24'-0' Wn PRESTRESSED <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 />' <br />m0�00m0 <br />m0�m��0 <br />m000000 <br />��mE�Jl�00®0 <br />��0000mo <br />OElmImmomm <br />00000mm <br />©m©DDDDI <br />coo®o©oo <br />mm <br />@1Q� <br />__ <br />OQ"1Q�CcT"C?1Q_1i�i} <br />mNEREEP, <br />1 !"I=_E!39 <br />d@7OEME <br />, <br />0101mMmQ'! <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 />• PROMDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />6 - - - - - - - - - - A ----------J a,------m--- m--A - - - - - - - - - m - - - J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA N: 000332E <br />7 <br />3 <br />Y <br />0 <br />O <br />o <br />m <br />a <br />4n <br />931 <br />'O <br />MM <br />ausDiV. de w . <br />SILVERADO <br />LOT #41 <br />BLK #18 <br />P1iOJECT# <br />04128.002-41181 <br />MODEIa <br />4EBB <br />"1828-CALI" <br />OAAAOE gYnNO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />3 <br />DATE: 07/27mmoN <br />/20 <br />>lCALE: 1/4"=1'-0" <br />8HEET <br />s2 <br />