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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 Dd x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD -FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W(IDd x 1 ill" 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 CASTCRETE <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 <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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 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 />HEADER SCHEDULE <br />MARK <br />812E & <br />DESCRIPTION <br />REMARK <br />Qi <br />(2) 2X12 <br />2Q <br />(2) 2X8 <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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />rc <br />(I)H, <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB! <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6or-61NI18 I SAFE LOAD - POUNDS PER LINEAR FOOT 6 Fei eOAD 61p-i/a81B SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH -0 <br />T-S' (4r) PRECAST 2231 <br />4'-V (487 PRECAST 1968 <br />4'4' (54') PRECAST lug <br />6i' (641 PRECAST 1217 <br />V-10' (70r) PRECAST 1062 <br />64' (76'1 PRECAST g06 <br />r4' (90-) PRECAST 743 <br />6.4' (112') PRECAST 554 <br />10'4' (12r) PRECAST 475 <br />11'4' (13n PRECAST 352 <br />1T-0' (144-) PRECAST 337 <br />13'4- (18V) PRECAST 206 <br />14'4' (ISn PRECAST 279 <br />14'-r (176n PRESTRESSED N.R. <br />16-V (184') PRESTRESSED N.R. <br />1r4' (206') PRESTRESSED N.R <br />IW4' (23r) PRESTRESSED N.R. <br />21'4' WAI PRESTRESSED N.R. <br />2Z-V CW') PRESTRESSED NA <br />24'-0' (288') PRESTRESSED N <br />rm==tom <br />omm000m <br />0�wm��m <br />� mm0000m <br />oommmm <br />mmmms�oo <br />mmmomo�a <br />m0���'� <br />� <br />� <br />�9 <br />®mE�mOm <br />o®omoom <br />mmomoc�, <br />mmo�a�amo. <br />Om00m�0' <br />oomo©mo. <br />ommom <br />@^ <br />oommo®o <br />""Elmo"moo <br />oommmoo <br />mom0mmv <br />©Om00�0 <br />oomooavo <br />0�000�® <br />00��000 <br />0�0�®m0 <br />m000000 <br />om0000av <br />'R' 1a1 1 250 1 451 I 411 W I 14"i I 12AP <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />LENGTH <br />wo <br />LENGTH <br />74' (4r) PRECAST <br />1025 <br />1024 <br />158E <br />74' (421 PRECAST <br />4'-V (4r) PRECAST <br />M <br />703 <br />IWO <br />4'-0' (487 PRECAST <br />4'$' (54') PRECAST <br />BM <br />Bill <br />1073 <br />4'4' (54') PRECAST <br />64' (04-) PRECAST <br />411 <br />411 <br />745 <br />64- (64-) PRECAST <br />&-IV (7V) PRECAST <br />340 <br />339 <br />616 <br />6-IT (TV) PRECAST <br />64• (76') PRECAST <br />607 <br />721 <br />490 <br />64T (76') PRECAST <br />r4' Mn PRECAST <br />424 <br />534 <br />363 <br />r4' (W) PRECAST <br />7 4' (112-) PRECAST <br />3N <br />612 <br />230 <br />04' (112') PRECAST <br />1174' (12r) PRECAST <br />284 <br />1 401 <br />1 100 <br />164' (126') PRECAST <br />11'-V (13r) PRECAST <br />280 <br />452 <br />154 <br />11'4' (13n PRECAST <br />IZ4' (144") PRECAST <br />244 <br />402 <br />137 <br />12-V (I"') PRECAST <br />13'4- (18n PRECAST <br />217 <br />324 <br />110 <br />IY4' (IW) PRECAST <br />(IGn PRECAST <br />205 <br />293 <br />100 <br />14'0 (161r) PRECAST <br />IV.r (17r) PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4' (IM PRESTRESSED <br />IF-C (184') PRESTRESSED <br />NA <br />259 <br />83 <br />16.4' (1847 PRESTRESSED <br />1r-' (206') PRESTRESSED <br />NA <br />194 <br />84 <br />1r4' CAA PRESTRESSED <br />low (232') PRESTRESSED <br />N.R. <br />1 148 <br />1 62 <br />1 IWW (232') PRESTRESSED <br />21'4' (266') PRESTRESSEDJNR <br />125 <br />42 <br />21'4- Mn PRESTRESSED <br />F-V (284') PRESTRESSED116 <br />40 <br />=4)' (264-) PRESTRESSED <br />24'-0' CAA PRESTRESSED91 <br />33 <br />2W-W (nr) PRESTRESSED <br />(9) 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 WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE 0. 16-0126.03 <br />4 <br />ao <br />1 <br />1 <br />1ell N <br />1 <br />1 4* ♦♦ ♦♦♦ <br />0 1 <br />1 4 <br />i8F36.1T/0M/1B <br />�-----------------==----------y <br />.1 <br />� 1 <br />1 <br />0 m 1 <br />!4* <br />0 <br />u b; <br />8F16-lT/0M/1B <br />1 <br />1 <br />1 <br />1 <br />1 <br />o <br />1 <br />� <br />2 <br />v� <br />m <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />UNO, PROVIDE BB1 WHERE <br />1 <br />ROOF TRUSSES BEAR, TOP <br />1 <br />OF WALL EL. 9'4", UNO. <br />1TOM/OB <br />AH7E 1 <br />1 1 <br />� , 1 1 <br />1 1 <br />BF38-1TIOM/0B ol, fit; L ---'----1♦ 1 <br />2 i 2 ♦ 8F16-1Tl0M/0B ♦♦ i <br />L.-----1-----.a <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-O" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeeWngroup.com <br />AA N: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2628 <br />FAX: 8134688.2802 <br />Iov unDiae LOT <br />SILVERADO <br />LOT #7 <br />BLK. 13 <br />ROJIQCT <br />03719.00-07131 <br />HODffiIe <br />2795—F <br />GARAGE OVUM. <br />LEFT <br />PAGE <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH E B <br />F <br />7/10/20 <br />2 <br />