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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d 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 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 />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />S. 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 2 718" 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 />OZZUM 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 />fo <br />(psi) <br />SIZE <br />WkH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Sal <br />MASONRY <br />30DO <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />dmwdoaPa I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH ew <br />74' (42') PRECAST 2231 <br />4'4' (461 PRECAST 1989 <br />N-S' (541 PRECAST 1998 <br />V4' (64') PRECAST 1217 <br />8-10' (70') PRECAST 1002 <br />ea' (7n PRECAST 90B <br />r4' W) PRECAST 743 <br />94' (1121 PRECAST 664 <br />1016' (12B`) PRECAST 476 <br />11'4' (13n PRECAST 362 <br />12'4' (144-) PRECAST 337 <br />174' (169') PRECAST 216 <br />W-V (18B') PRECAST 279 <br />14'4' (17n PRESTRESSED N.R. <br />164' (184') PRESTRESSED N.R. <br />174' (2#a9 PRESTRESSED N.R. <br />19'4' (232") PRESTRESSIED N.R. <br />21'4' l26a') PRESTRESSED N.R. <br />V-V (294') PRESTRESSED NA <br />z4'4' PRT3417D <br />10�001010<l(m <br />v0000om <br />oomo®mom <br />0mm0�0l0 <br />Om�lii..ti' <br />?0�1 <br />mmmo�ov <br />Norf"-K= <br />79 <br />��m0�00 <br />mmomoov <br />"mono= <br />mm00000 <br />O�DO�mlO <br />os0�0DOD <br />Om�Om��Q� <br />OD0m0�0 <br />O�0�m0(0 <br />oommmoo <br />®ommmmv <br />®OmOm00 <br />0000mm0 <br />�D���i010 <br />0NERMIM"m�� <br />01000®00 <br />0NEZE"000 <br />(2Ba� N.R. 1a1 1 2w 1 4a1 1 w 1 414 1 im 1 1122 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TAB" SY CASTCRETE MAY2DIS EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE WSTAILED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�AeN SAFp GOAD �/*M SAFE LOAD - POUNDS PER LINEAR FOOT <br />74' (4r) PRECAST <br />102E <br />1D24 <br />1EBS <br />74' (4:M PRECAST <br />4'4r (49') PRECAST <br />7W <br />763 <br />1300 <br />W-W (An PRECAST <br />4'4' (64) PRECAST <br />592 <br />501 <br />1073 <br />P4' (64') PRECAST <br />74' (BP) PRECAST <br />411 <br />411 <br />746 <br />V4' (64-) PRECAST <br />8.10' (70') PRECAST <br />340 <br />339 <br />616 <br />8-10' (70") PRECAST <br />74' (7S') PRECAST <br />807 <br />721 <br />490 <br />S'4' (TV) PRECAST <br />r4' Mn PRECAST <br />424 <br />534 <br />303 <br />r4' (4#') PRECAST <br />9'4' (112') PRECAST <br />325 <br />912 <br />230 <br />94' (112') PRECAST <br />10'4' (1W) PRECAST <br />264 <br />401 <br />180 <br />104' (126) PRECAST <br />11'4' (131r) PRECAST <br />260 <br />462 <br />154 <br />11'4- (13B') PRECAST <br />lr4r (1N') PRECAST <br />244 <br />402 <br />137 <br />174' (1"1 PRECAST <br />13'4' (160') PRECAST <br />217 <br />324 <br />110 <br />17W (18n PRECAST <br />14'4' (IfIn PRECAST <br />206 <br />203 <br />100 <br />WO (16" PRECAST <br />14'4' (176') PRESTRESSED <br />N.R. <br />204 <br />91 <br />14'4' (178') PRESTRESSED <br />IV4' (184') PRESTRESSED <br />N.R. <br />299 <br />83 <br />174' (1841 PRESTRESSED <br />1r4' Wn PRESTRESSED <br />N.R. <br />104 <br />64 <br />lr4- (M-) PREBTRE8SE0 <br />194' On PRESTRESSED <br />N.R. <br />148 <br />62 <br />19`4' PM PRESTRESSED <br />21'4' C599 PRESTRESSED <br />NR <br />125 <br />42 <br />21'4' (260') PRE81REE8ED <br />274' 064) PRESTRESSED <br />NR <br />116 <br />40 <br />2r-W (011 PRESTRESSED <br />2P4' I21e') PRESTRE D <br />NA <br />91 <br />33 <br />No mn PNOMESM <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 M OF SEARING PAST EACH SIDE OF YWOOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />L----------m--m1--------m—m— J &m--------1----------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 />FAIL 407-7744078 <br />www.abdesigngroupcom <br />AA #: 0003326 <br />Ty <br />as>y <br />O <br />a <br />stMDIV. as LOT: <br />ABBOTT PARK <br />LOT #23 <br />BILK. #8 <br />PROJECT <br />04181.00E 23081 <br />MODElu <br />4EBB <br />"1828—CALI" <br />GARAGE OWWO: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%160 MPH F& C <br />AA <br />NO <br />4� <br />NT <br />DATE: 10/15/20 <br />SCALE: 1/4"=1'-0" <br />8*1z= <br />s2 <br />