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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) 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 11T 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 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 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @j 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 />gaaMM INDICATES OPENING BELOW I 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 />rc <br />SIZE(pet) W'xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />WA <br />I <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6MV-6I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />IK2 <br />W4' (42') PRECAST <br />2231 <br />4'4' (4V) PRECAST <br />im <br />4'4r (64') PRECAST <br />16W <br />ITS" (641 PRECAST <br />1217 <br />5-10- CM PRECAST <br />low <br />W4" M PRECAST <br />ON <br />T4' (I0') PRECAST 743 <br />WI' (11r) PRECAST 564 <br />iWd (12r) PRECAST 475 <br />11'W (13r) PRECAST 302 <br />17-0" (144') PRECAST 337 <br />184' (ion PRECAST 20 <br />lW4' (16r) PRECAST 270 <br />lW4' (176') PRESTRESM N.R. <br />1WW (164) PRESTRE88ED N.R. <br />lrW OM PRE N.R. <br />1W-4' Mn PRESTR688ED N.R. <br />21'4' RM PRESTRESSED N.R. <br />2T4' R649 PRE91RE88ED N.R <br />24'-0' Mn PRE81REEM NAR <br />1u:mm"m:m <br />ODmOmmm <br />000K:m <br />ODmmmmm <br />0m00000 <br />mom�roo <br />0KEN"" <br />'��000�100 <br />mmomoom <br />0m000=cam <br />mm000mo <br />"000"Q <br />Q" <br />0�00000 <br />oosao©ov. <br />Omm00E.."�.1!!�1'11 <br />Om0mm0m <br />Omm0mm0 <br />oommmoo. <br />o©momoo <br />�©om000v <br />©oms�moo' <br />Ommmam0 <br />��mmm00'. <br />©MEN"" <br />. <br />"�m0mcm"�. <br />00�0®00 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4&M,&MA SAFE LOADdowr-6immmiSAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4' (M PRECAST <br />1025 <br />1034 <br />16I6 <br />W4r M PRECAST <br />e-V (469 PRECAST <br />766 <br />763 <br />1305 <br />r4' (Ain PRECAST <br />4'4' 049 PRECAST <br />822 <br />501 <br />1073 <br />f4' (649 PRECAST <br />9-4- (841 PREGBT <br />411 <br />411 <br />746 <br />94- (64') PRECAST <br />8-10' (TO') PRECAST <br />SW <br />330 <br />614 <br />5.17 (W) PRECAST <br />W41' (76') PRECAST <br />WT <br />721 <br />490 <br />V-r (M PRECAST <br />T4' mn PRECAST <br />424 <br />634 <br />363 <br />7'4' (W') PRECAST <br />W-C (112') PRECAST <br />325 <br />512 <br />230 <br />W-C (112") PRECAST <br />I94' (12r) PRECAST <br />284 <br />401 <br />160 <br />1W4r (1M PRECAST <br />11V' (13r) PRECAST <br />200 <br />452 <br />154 <br />11L' (13r) PRECAST <br />12-V (144') PRECAST <br />244 <br />402 <br />137 <br />1IZ-W (144') PRECAST <br />1r4' (160') PRECAST <br />217 <br />=4 <br />110 <br />17-C (16n PRECAST <br />14'-0" (166') PRECAST <br />205 <br />203 <br />'IUD <br />1r-0' (IS" PRECAST <br />14'4' (176) PRESTRE80® <br />N.R. <br />=4 <br />91 <br />104' (176') P <br />18.4' (164-) PREFIREIIM <br />N.R. <br />260 <br />83 <br />19-C (184') PRESTRESSED <br />1T4' Wn PRESIIESB® <br />N.R. <br />194 <br />64 <br />1i-' mn PRE <br />1WJ' (2M PREST111611M <br />N.R. <br />148 <br />52 <br />1W4' (a32') PRESTRESS® <br />21'4' Mn PRESTREOW <br />N.R. <br />125 <br />42 <br />21L' Mn PRESTRESSED <br />224' PC) PP68(RESBFD <br />NA <br />110 <br />40 <br />2Z4' CHIC) PlIESIREM <br />W41' On PRESTRESSED <br />N.R. <br />91 <br />33 <br />X-W Will PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM'BAFE LOAD TABLES' BY CASTCPETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTFERS TO MEET OR EXCEED VALUE88TATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MNaIFACTURES SPECIFICATIONS • PROVIDE 111111114" C Of BEARMB PAST EACH SIDE OF NMAOW OPENING <br />L — — — — — — — — — � — -- — — -- — — 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 />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA is 0003325 <br />74 <br />O <br />b <br />b <br />ounDiv. Z LOT: <br />SILVERADO <br />LOT #13 <br />BLK. #19 <br />PROJECT/ <br />04128.002-13 9 <br />MODEL: <br />4EBB <br />"1828-CALM" <br />GARAGE BWBWG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />Y,t <br />SCALE: 1/4"=1'-0" 1 <br />s2 <br />