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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 W1(9)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR-- <br />SIMPSON LTA2 W/ (8) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON HI OA OR LGT2 W110d x 1 117 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 />MANUFACTURERS SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />S. 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 PBS36, .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.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />SIZE <br />WAR <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(i)#5 <br />N/A <br />GROUTED SOUR <br />"CAST-CRETE" SAFE LOAD TABLES <br />11 SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR S' PRECAST & PRESTRESSED U-LINTELS <br />OAD <br />`/ mw 6mm SAFE LOAD -POUNDS PER LINEAR FOOT SAFE . tpAwA6i,,wwi I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 01p <br />7d (42) PRECAST 2231 <br />4Ar (48") PRECAST lm <br />4'4" (54-) PRECAST 15II <br />9-0 (64') PRECAST 12" <br />9-17 (In PRECAST 1032 <br />I4" (In PRECAST go <br />r-C (On PRECAST 743 <br />9-r (112•) PRECAST 554 <br />1741" (12r) PRECAST 475 <br />11.4' (133') PRECAST 302 <br />12-0' (i"') PRECAST 337 <br />13'-V (180') PRECAST 296 <br />14'4P (15n PRECAST 279 <br />Iwo (17w) PRE N.R. <br />16'4" (154l PRTEIRE88ED NA. <br />trW On PFEITHISMSED NR <br />13-4' Mn FFMPEBBED Nit <br />2T-C (2d5') PRE87RESSED NfL <br />224" (I541 PRES1R®H® NR <br />2f-0" <br />O��Om00 <br />'Om�00�0 <br />i7�0�000 <br />oos�a000v <br />om0000v <br />�mO�OQQ� <br />�m�00m0 <br />omoo©�cr! <br />000000v <br />omdoo��+ <br />��00000®o <br />OD�Om00 <br />0�00�00 <br />0��0iL7m0 <br />00�0�00 <br />000�000 <br />0000000 <br />00�0�©0 <br />—' PRESTRESS® N.R M 1 201401 I154 4M M12 172i <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />-ALLVALUESTAKEN FROM'SAFE LOADTABLES' BY CA67CRElE MAY 2015 EIYTWN <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />Sb" (4r) PRECAST <br />10251 <br />1024 <br />1 1588 <br />I Sb' (42.) PRECAST <br />Y-0' (41n PRECAST <br />786 <br />1 713 <br />1 1308 <br />4'-0' (4V) PRECAST <br />4'4" (54-) PRECAST <br />602 <br />581 <br />1073 <br />N-W (54-) PRECAST <br />B4" M PTB:CAST <br />411 <br />411 <br />745 <br />84' (54-) PRECAST <br />B-iP (M PRECAST <br />340 <br />339 <br />S15 <br />9-17 (10') PRECAST <br />8'b" (78') PRECAST <br />BIT <br />721 <br />460 <br />Sb" (7n PRECAST <br />T$ Mn PRECAST <br />424 <br />634 <br />363 <br />rd On PRBD AST <br />S-C (112") PRECAST <br />320 <br />512 <br />230 <br />v-C (112') PRECAST <br />lab" (12r) PRECAST <br />284 <br />401 <br />180 <br />19b" (12r) PRECAST <br />11'4" (13r) PRECAST <br />280 <br />462 <br />154 <br />11-W (138") PRECAST <br />12-0' (144) PRECAST <br />244 <br />402 <br />137 <br />124" (144') PRECAST <br />ITW (18in PRECAST <br />217 <br />324 <br />110 <br />13•J' (180") PRECAST <br />4Tb' (16" PRECAST <br />206 <br />203 <br />100 <br />14'4" (168) PRECAST <br />W417 (17V) PRESIRIMED <br />N.R <br />284 <br />91 <br />N'4" (178") PREITIREB <br />13b" (184') PRESTRESSED <br />N.R. <br />24B <br />83 <br />164" (1847 P <br />1rb" (2M PAS <br />N.R. <br />194 <br />64 <br />lr-4" wn PR631 m <br />13I" (2929 PRESTFIESSED <br />N.R. <br />148 <br />62 <br />1B-4- On PR B <br />21'-4" (2M PPEMRESM <br />N.R. <br />125 <br />42 <br />21'-'r PM PREBTREB <br />22d (2641 PREITIRESSED <br />N.R. <br />116 <br />40 <br />22b" (284"I PRESIREB <br />24'-0' Mn PFESTRESSED <br />N.R <br />IH <br />33 <br />W-V P" PRESIRES <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />PRECAST PRODUCTS BY OTHERS TO LIBET OR E=EED VALUES STATED ABOVE <br />PROVIDE MOAN 4' OF BEARING PAST EA04 SIDE OF wNDOW OPENING <br />L — — — — — — — — — — — — — m — — — — — — — — — m m — m — — J V —m — — — — — 1m— m m — — — J <br />LIFT BEAM PLAN <br />SCALE: 114" = l'-0" <br />1441 N. RONALD REAGIAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdwigngroup.com <br />AA /4 0003325 J <br />y <br />y <br />L <br />Z <br />$ <br />6 <br />}} <br />O <br />6 <br />�Qg <br />4 <br />S <br />N <br />0 <br />l <br />svHn:v ae LOT: <br />SILVERADO <br />LOT #15 <br />BLK #19 <br />P120JECT# <br />04128.002-15191 <br />1[ODEL: <br />4EBB <br />I <br />"1828-CAU <br />AIiAGE aIIING: <br />LEFT <br />PAGE <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DP ARC"" 07/27/20 <br />SCALE 1/4"=1'-0" <br />SHEET <br />s� <br />