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3 W iid[ilielzLo1i*3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA Wl (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ iOd 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 />B. 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 Q 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fc <br />pal) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#6 <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 />SAFE LOAD - POUNDS PER LINEAR FOOT 411IM-06BA SAFE LOAD <br />PLF <br />TYPE &1B eF4,Na eF12as a»46 eata4e eAuae eP»46 eF32w TYPE — — RCA1 <br />LENGTH <br />T4Y (42') PRECAST 2231 <br />414r (4S') PRECAST 1966 <br />4'4' (549 PRECAST 15W <br />64' (64') PRECAST 1217 <br />V-10' (70") PRECAST 1002 <br />C4' (IC) PRECAST we <br />7'4' M PRECAST 743 <br />V-4' (112') PRECAST 554 <br />104' (12r) PRECAST 475 <br />114• (136) PRECAST 302 <br />1?4' (144') PRECAST 337 <br />I" (16n PRECAST 206 <br />uw (16" PRECAST 219 <br />14'4' (176') PRESTRESSED N.R. <br />lf-C (184') PRESTRESSED NA <br />Ir-e *1101 PRESTRESSM NR <br />194' Mn PRESTRESSED NA <br />214' On PRESTRESSED N.R. <br />22'4' (264) PRESTRESSED N.R. <br />W-4wr PRFSiti <br />�111=11m==< <br />l <br />0Kmm0wzA�0 <br />D <br />KzmOmO� <br />ma0000m <br />00�0� <br />0��0�00 <br />mO�Q��mE� <br />00�0�00 <br />mmomoom <br />10movo�r <br />cmmm:x000K=mv <br />mmoomo*�r' <br />000©m0 <br />OmmO©�'+4qQ <br />oommoo0 <br />OD00m00 <br />oomomoo <br />momom�v <br />©�m0®00 <br />O�m0��0 <br />0©00�0� <br />0mmm�Om <br />MZMELMOUNI0©"" <br />�0©lrm©mcmmzm <br />0�00®00 <br />��00©m0 <br />K200""ml:m <br />(1H67 NR 1n I 144 1 4p 1 4M 4M te4t 179P <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 2016 EDITION <br />- ALL PRECAST PRODUCTS ARE TO SE WTALUNI PER MANUFACTURES SPECIFICATIONS <br />3'4' (4T) PRECAST <br />1M <br />1024 <br />15N <br />4'4' (4n PRECAST <br />786 <br />769 <br />1309 <br />4'd' (N-) PRECAST <br />592 <br />591 <br />1073 <br />S-C (84-) PRECAST <br />Nt <br />411 <br />746 <br />SAW (Ar) PRECAST <br />340 <br />330 <br />616 <br />ea (M PRECAST <br />W7 <br />721 <br />490 <br />r4' (W) PRECAST <br />424 <br />534 <br />393 <br />V-4- (112M PRECAST <br />328 <br />512 <br />230 <br />1v4' (126') PRECAST <br />204 <br />401 <br />180 <br />11'-C (135') PRECAST <br />280 <br />482 <br />154 <br />12'4' (144) PRECAST <br />244 <br />402 <br />137 <br />1Yr (180') PRECAST <br />217 <br />324 <br />110 <br />14'4r (16n PRECAST <br />206 <br />1 203 <br />1 100 <br />14'4' (176') PRESTRIESSED <br />NR <br />264 <br />91 <br />164' (164-) PRE STREM <br />NR <br />259 <br />69 <br />lr4' 9069 PRESTRESM <br />NR <br />104 <br />64 <br />IV On PREP <br />NR <br />146 <br />52 <br />214' Wn PRE337R6E W <br />N.R. <br />125 <br />42 <br />22'4' (294*) PRESTREM <br />N.R. <br />1 110 <br />40 <br />2V-W (2BB') PRUMESM <br />N.R. <br />1 91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/MNI SAFE LOAD - POUNDS PER LINEAR FOOT <br />I�m�E�0�00 <br />��m000000 <br />�oomoomo <br />�0000000 <br />OD®0©00 <br />0�d7^.Q"2 <br />r rE! <br />AO <br />ooca��a��o- <br />Mal", <br />0El��]'^.L�.•C7� <br />Q� <br />Q1' <br />®©tea^�r�Eyi�Qlcr�+Q�', <br />mo�rc',rQ'1cr:�n, <br />®moor, <br />��r_ <br />caalcr+ <br />@!1C3!1G7 <br />. <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVIDE W4MUM C OF BEARING PAST EACH SIDE OF WBIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 1"126.03 <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.abdosigngroup.com <br />AA #: 0003326 <br />i <br />Ca <br />o <br />>9vDDIV. Ae IAT <br />SILVERADO <br />LOT #25 <br />BLK #7 <br />PROJECT# <br />04128.002-25071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE !!MINKS: <br />RIGHT <br />PARSE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />A <br />La <br />=1'- <br />W <br />