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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 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) 1Od 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 U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESSCIZERIPT&ION <br />REMARK <br />0(2) <br />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.$ = 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 />PO <br />(Psi) <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 />8x16 <br />(1)#5 <br />(Q #5 <br />N/A <br />GROUTED SOLID <br />B132 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />CAllif-6. F SAFE LOAD - POUNDS PER LINEAR FOOT SAFo GOAD 6wr-6•e. FSAIE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />3'-8" (42') PRECAST 2231 <br />W-(r (48-) PRECAST 1986 <br />4'-8" (64-) PRECAST 1�9 <br />64'. (64') PRECAST 1217 <br />5-19' (70') PRECAST 1082 <br />94' (76'1 PRECAST 966 <br />T4' (90') PRECAST 743 <br />94' (112-) PRECAST 554 <br />194' (128r) PRECAST 476 <br />11.4- (136n PRECAST 382 <br />12'4' (1"-) PRECAST 337 <br />13-4- (160') PRECAST 298 <br />IV-W (16n PRECAST INA <br />IR4" (176') PRESTRESSED <br />16-C (184-) PRESTRESSED <br />1T4' (201n PRESTRESSED <br />194' On PRESTRESSED <br />21'W (256') PRESTRESSED N.R. <br />27-0' (264) PRESTRESSED N.R. <br />2,4'-0" <br />ommAlmmvov <br />10=�==®' <br />ffff"u,. <br />oo�omm <br />��mmmov <br />0mmo�om <br />=1== <br />1M"T <br />���000v <br />mmOmoOm <br />0®Om�m <br />�movo�v <br />D�00�m0 <br />oo®o©mv <br />ommo�o <br />oommo�o <br />®o�mm�v <br />00���00 <br />0�000�� <br />Q1��0000 <br />(266") PRESTRESSED NA, 1 129 260 460 664 *4 I= 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 CASTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />T-W (42-) PRECAST <br />1025 <br />1024 <br />15M <br />Y-V (42' PRECAST <br />4'-0' (4n PRECAST <br />766 <br />783 <br />1309 <br />4'4' (48-) PRECAST <br />4'4' (54-) PRECAST <br />592 <br />591 <br />1073 <br />N4' (SP) PRECAST <br />5'4' (64') PRECAST <br />411 <br />411 <br />745 <br />S4' (64') PRECAST <br />5-10' (/(r) PRECAST <br />340 <br />339 <br />616 <br />5-10' (701 PRECAST <br />94' (78') PRECAST <br />501 <br />'121 <br />490 <br />6'-V (M PRECAST <br />T4' (W) PRECAST <br />424 <br />534 <br />363 <br />T4' (90') PRECAST <br />94' (112) PRECAST <br />326 <br />512 <br />230 <br />94- (112-) PRECAST <br />194' (128') PRECAST <br />284 <br />401 <br />180 <br />10'E' (126') PRECAST <br />11'4' (136) PRECAST <br />260 <br />452 <br />164 <br />11'4' (138') PRECAST <br />lZ4r (144-) PRECAST <br />244 <br />402 <br />137 <br />12-0' (144-) PRECAST <br />13'4- (16V) PRECAST <br />217 <br />324 <br />110 <br />13'4- (1609 PRECAST <br />14'4' (168') PRECAST <br />205 <br />293 <br />100 <br />W-T (168') PRECAST <br />W-W (17W) PRESTRESSED <br />N.R. <br />284 <br />91 <br />W4" (178') PRESTRESSED <br />184" (1847 PRESTRESSED <br />N.R. <br />259 <br />83 <br />164- (184-) PRESTRESSED <br />1T4' (201r) PRESTRESSED <br />N.R. <br />194 <br />64 <br />1T4' RM PRESTRESSED <br />194' Mn PRESTRESSED <br />N.R. <br />us <br />52 <br />194' (232') PRESTRESSED <br />21'4' (256') PRESTRESSED <br />N.R. <br />126 <br />42 <br />2T4' (256') PRESTRESSED <br />27-V (2541 PRESTRESSED <br />N.R. <br />116 <br />40 <br />27-0" (2647 PRESTRESSED <br />24'-0' (2M PRESTRESSED <br />N.R. <br />91 <br />33 <br />2R-0' Mn PRESTRESSED <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 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 #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1 /4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M 0003325 <br />4: <br />b <br />y <br />m <br />0 <br />y4 <br />h <br />O <br />F <br />a <br />9umrv. 6e LOT <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECTyj1 <br />04128.001-04121 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWIIQG: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. <br />DAB 08/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />