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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9) 10d x 1 VT' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 1/2' HDG NAILS, <br />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 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 />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 HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PB$36, .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 />HEADER SCHEDULE <br />MARK <br />DE $(IZEPnON <br />REMARK <br />1O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RRMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(gin <br />W7E <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x16 <br />— <br />1 (1)#'5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />B62 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR IT' PRECAST & PRESTRESSED U-UNTELS <br />N!# SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE dlt8 — ljr1N9 FIlOB 4PA09 IW449 I 4Pb48 IIWxGB <br />LENGTH <br />Sr (42') PRECAST 2ZH <br />4r (46') PRECAST 1966 <br />4'r 047 PRECAST 1599 <br />8-C (649 PRECAST 1217 <br />1P-Ur (M PRECAST r74-3 <br />Cr (789 PRECAST rr {90'9 PRECAST 9'r (11r) PRECAST tar (126') PRECAST 11'-C (13n PRECAST <br />174r (1"-) PRECAST w <br />ur (H0) PRECAST 20 <br />leer (168) PRECAST 279 <br />14'4r (171') PIBEffTTENED NA <br />19r (1847 PRESIRINED NA <br />1T-C Mn PREMMI 6ED NA <br />IV-C Mn PR8611� NA <br />21%C OM PRERMW NA <br />274r CM41 PRe81REEED NA <br />err <br />O��O�Om <br />O�mOmOm <br />DODO©OGL7 <br />oom©oom <br />mm0000v <br />mOmQ�00� <br />®0000v <br />0®DO�Om <br />m©oo©o© <br />omoNEZM <br />000v000 <br />00000 <br />000v000 <br />0000000 <br />000©000 <br />ODD©000 <br />©000000 <br />0��0�00 <br />©©mzm=©00 <br />0000000 <br />000000 <br />0000000 <br />0©00DOD <br />000000� <br />"m <br />0 <br />OEM� <br />00000�� <br />(1SS'j PRE871 NA tul =1 4ao 4H E4 a4t tax <br />(#)TFE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALLVAJAS TMffN FROM WM LOAD TABLES' BYCASTCRETE MAY2015 ®IRON <br />-ALL PRECA$TPRODUCTSARE TO BE INSTALLED PERMNBFAOTHEB SPECIFMAT"S <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD w� SAFE LOAD -POUNDS PER LINEAR FOOT <br />PLF <br />TYPE[ — IRCMLIJ TYPE I — I -- Is1snT v+J1TT W291ft 1eA <br />3'r (4r) PRECAST <br />1025 <br />1024 <br />ISIS <br />74r (4r) PRECAST <br />4'-W "n PRECAST <br />766 <br />763 <br />1300 <br />4'-W (4C) PRECAST <br />44r 04F) PRECAST <br />882 <br />561 <br />1073 <br />4'r (64') PRECAST <br />84' (6C) PRECAST <br />411 <br />411 <br />745 <br />" (84') PRECAST <br />9-1T (70') PRECAST <br />310 <br />338 <br />616 <br />8-10' (70' PRECAST <br />Qr (76'7 PRECAST <br />507 <br />721 <br />490 <br />Sr (M PRECAST <br />rr (90') PRECAST <br />424 <br />534 <br />363 <br />Tr On PRECAST <br />Ss' (11r) PRECAST <br />320 <br />612 <br />280 <br />SI' (117) PRECAST <br />tar (12r) PRECAST <br />INK <br />401 <br />ND <br />tar (12r) PRECAST <br />11'-r (131M PRECAST <br />2W <br />492 <br />154 <br />11'�C (136) PRECAST <br />17r (144') PRECAST <br />244 <br />402 <br />137 <br />1741' (1"') PRECAST <br />17r (W" PRECAST <br />217 <br />324 <br />110 <br />13'6C (IND) PRECAST <br />1f4r OW) PRECAST <br />206 <br />223 <br />100 <br />14-0' (1w) PHEcAw <br />14%r (1789 PP68TRESI1ED <br />NA <br />234 <br />61 <br />14'r (17r) PRESTRESSED <br />164' n8n PR ISTREEED <br />NA <br />250 <br />j 0 <br />1" (184') PRESTREINIED <br />1T-C QM PRESTREINIED <br />NA <br />H4 <br />64 <br />1rr on PRE <br />lire' Mn PRESRIEINED <br />NA <br />148 <br />52 <br />19-C Mn PRE3MENED <br />214' On P <br />NA <br />126 <br />42 <br />21- OW3 PREIIIIIIIIIESIED <br />274r PAC) PRESTRESSED <br />NA <br />116 <br />40 <br />7lr PR) PIS <br />2Y4r OW) PRI <br />NA <br />91 <br />33 <br />24-41' Mn PRESTIr M <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PF40MC BBY 07H RSM MEET OREXCEED VALVES STATEDA <br />-PROWE11010 MCOF BEARING PAST EACH SDE OF N7DOW OPENM <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.PPRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETEE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-D" <br />IL441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />PAX: 401-174-4078 <br />w .abdea4piWoupmm <br />AA #: 0003325 <br />M <br />i <br />0 <br />J <br />4g <br />A <br />3 <br />i <br />s <br />I <br />s <br />b <br />av>lDly ao LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />PROJmT/ <br />04181.000-01082 <br />HOD3L <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 3WWG: <br />RIGHT <br />Pwas: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />60 MPH EXP. <br />Dw M 09/12/19 <br />aCAIM 1/4"=1'-0" <br />skit )T <br />S 2 <br />