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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 />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 />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 />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 />(psc <br />WkE, <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)1l5 <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 />/Mw SAFE LOAD - POUNDS PER LINEAR FOOT SAFp GOAD I 61141r-61101111111 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH tlY° <br />3'4' (42.) PRECAST 2231 <br />4W' (48') PRECAST 198E <br />4'4' (54') PRECAST 1699 <br />94' (64-) PRECAST 1217 <br />5'-10- (70') PRECAST 1082 <br />SO (?n PRECAST 90B <br />T4' (90') PRECAST 743 <br />I74' (112) PRECAST 554 <br />10'4' (123') PRECAST 475 <br />W-C (138) PRECAST 362 <br />12'4' (144-) PRECAST 337 <br />13'4- (IW) PRECAST 296 <br />14'4r (1W) PRECAST 279 <br />14.4' (1M PRESTRESSED NR <br />104' (134') PRESIROM N.R. <br />lr4' pm PRESTRESSED N.R. <br />184' (2M PRESTRESSED N.R. <br />21W (253") PRESTRESSED NR <br />224' (2849 PREPRESSED NR <br />24'4' PRESTRESSED <br />O�m000 <br />omovmom <br />0�m0000 <br />0�00�00 <br />0®00�00 <br />mm00000 <br />0®�OOm <br />�0000m0 <br />o�ovoov <br />ommoo <br />oom000v <br />Om�00�.Q� <br />ODm�E�00 <br />oommo©o <br />oommmov <br />oommmov <br />®omomov <br />D�Om�Om <br />00000�0 <br />0���000 <br />N.R. t__.___1s <br />...at a411i[l I t31 I- M4 I tO9T I 1272 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFTCATIONS <br />7d (42') PRECAST <br />1025 <br />10Z4 <br />INS <br />34' (4:M PRECAST <br />4'4' (4" PRECAST <br />786 <br />783 <br />1309 <br />C4r (48) PRECAST <br />W4r (54') PRECAST <br />592 <br />5B1 <br />10" <br />W4r (54-) PRECAST <br />04- (64-) PRECAST <br />411 <br />411 <br />745 <br />6'4' (34-) PRECAST <br />@-Ur (In PRECAST <br />340 <br />339 <br />016 <br />9-/0' (N7 PRECAST <br />8'4' Vn PRECAST <br />SU <br />721 <br />4W <br />84' (759 PRECAST <br />r4' mn PRECAST <br />424 <br />&M <br />30 <br />r4' M PRECAST <br />914' (1127 PRECAST <br />325 <br />512 <br />230 <br />94' (112') PRECAST <br />104' (128) PRECAST <br />254 <br />401 <br />180 <br />104' (12" PRECAST <br />114' (138) PRECAST <br />260 <br />452 <br />154 <br />11'4' (13n PRECAST <br />1Z4' (144-) PRECAST <br />244 <br />402 <br />137 <br />12'4' (1"') PRECAST <br />IN-C (18V) PRECAST <br />217 <br />324 <br />110 <br />13.4' (M0') PRECAST <br />14.4' 116n PRECAST <br />205 <br />203 <br />100 <br />14'4' (16n PRECAST <br />IC4r (175) PRE <br />N.R. <br />254 <br />91 <br />W4' (173') PRESIRE88ED <br />1E4' (184') PRESTO <br />N.R. <br />259 <br />83 <br />194' (184-) PRESTRESSED <br />1r4' (208') PRESTRESSED <br />N.R. <br />194 <br />54 <br />lr4' Wn PRESfRE88ED <br />104' On PRESIRE85ED <br />N.R. <br />148 <br />62 <br />1" Pn PREMRESSED <br />21'4' W) PRESTRESS® <br />N.R. <br />125 <br />42 <br />21'4' (253') PRESTRESSED <br />2Z4' W) PRESTREM <br />N.R. <br />116 <br />40 <br />2Z-V QM-) PRESTRESSED <br />2V-W (233') PRESTRESSED <br />N.R. <br />91 <br />33 <br />W-V (2W) PRESf <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 MN& M C OF BEARING PAST EACH SIDE OF WINDOW 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, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA tl: 0003325 <br />F <br />W <br />y <br />Lo <br />v <br />All <br />Ail <br />q <br />C <br />L3 <br />SUSDIV. & LOT <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />PROJECT# <br />04128.000-0711 <br />L1 <br />MODE• <br />4EBB <br />"1828-CALI" <br />GARAGE SWMC;: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />m <br />"=1'-0" <br />ItINT <br />2 <br />