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7757 Broad Pointe Dr
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7757 Broad Pointe Dr
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Last modified
3/20/2025 11:34:47 PM
Creation date
2/24/2025 10:09:23 AM
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Building Plans
Street #
7757
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
126
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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 W/ (9)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1Od 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 />6. 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, .1 Tr " x 2 7/8" LONG, WITH WASHER @ 18" 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 />(acl) <br />SIZE, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPLFOAD <br />0-4-- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />*US <br />4esa <br />--- <br />Ir1600 <br />�A'SS <br />0PJ4a <br />aP,BLO <br />�40 <br />TYPE <br />LENGTH <br />SUS <br />We <br />RCM U <br />TYPE <br />LENGTH <br />er`tt <br />erear <br />erta•n <br />81aff <br />aF%n <br />w4sa7 <br />NWIT <br />arnrr <br />yawn <br />awar <br />arx4T <br />me <br />ar»tt <br />raw <br />34' (42•) PRECAST <br />2291 <br />ff-0' (42� PiffCABT <br />1028 <br />1024 <br />1WM <br />ff8' (42� PRECAST <br />taSS <br />2aSS <br />sow <br />4w <br />SW <br />MIMI <br />7m1 <br />tsSS <br />2aSS <br />am4 <br />4w <br />mMI <br />sin <br />7m1 <br />4'-0' (4" PRECAST <br />1M08 <br />*V (4M') PRECAST <br />7M6 <br />763 <br />1309 <br />4'-0' (4M") PRECAST <br />an <br />no <br />am <br />ws <br />4eSS <br />saSS <br />am <br />lam <br />2w <br />Sm0 <br />wa <br />4m0 <br />saw <br />wo <br />4'-0• (54') BAST <br />16W <br />NO (54") PRECAST <br />m <br />Sol <br />1073 <br />wo on PRECAST <br />an <br />"m <br />2W <br />SM <br />4043 <br />4711 <br />MISS <br />tSm <br />2m0 <br />VP <br />MI75 <br />4oSS <br />mt <br />ON <br />@-4' (M� PRECAST <br />1217 <br />F-C (54') PRECAST <br />411 <br />411 <br />745 <br />@4• (NJ PRECAST <br />tMIs <br />3ms <br />ws <br />MISS <br />3m <br />4m2 <br />1016 <br />1715 <br />MIT <br />MSS <br />MISS <br />39M <br />4SS2 <br />@-10' CM PRECAST <br />10@t <br />@-10' (TD') PRECAST <br />940 <br />S9M <br />81M <br />@-10• (70`) PRECAST <br />w <br />2me <br />awl <br />aw <br />4m <br />w <br />tar <br />2W <br />2M <br />MST <br />31M <br />MI0 <br />@!' (TM") PRECAST <br />WB <br />@4p (78") PRECAST <br />BW <br />721 <br />490 <br />C-C (M7 PRECAST <br />t <br />sm <br />s7MI <br />m <br />w <br />Iw <br />Iw <br />Sam <br />ins <br />mm <br />mi <br />r4' IW') PRECAST <br />743 <br />r-r Mn PRECAST <br />424 <br />04 <br />863 <br />T2' lW9 PRECAST <br />in <br />1 <br />ioa <br />im7 <br />ma <br />727 <br />Aar <br />ISM <br />Goa <br />W1 <br />MV <br />MISS <br />(112) PRECAST <br />564 <br />R4• (112') PRECAST <br />329 <br />512 <br />2W <br />94' (1127) PRECAST <br />w <br />7SS <br />1 <br />W4 <br />m <br />MV <br />noo <br />SST <br />0m <br />me <br />160 <br />1410 <br />22w <br />2MI0 <br />lV4r (12" PRECAST <br />476 <br />tOd (12!') PRE' T <br />284 <br />401 <br />1W <br />t@�!' (1� PRECIBT <br />em <br />en <br />Vs <br />,fSS <br />tMt <br />t <br />mn <br />40 <br />SSd <br />1110 <br />14n <br />fro <br />0a <br />tam <br />114• (138•) PRECAST <br />8B2 <br />114. (138) PRECAST <br />2M0 <br />462 <br />154 <br />114- (13@) PRECAST <br />a4 <br />w <br />mo <br />ton <br />t <br />m <br />tim <br />On <br />,am <br />t0SS <br />mow <br />MV <br />12'-0' (144� PRECAST <br />337 <br />12-C (144) PRECAST <br />244 <br />402 <br />137 <br />lr-V (144') PRECAST <br />Oro <br />4m <br />7w <br />w <br />ft <br />ISSa <br />47S <br />w <br />W. <br />,02 <br />1 <br />m <br />we <br />tff�' (180� PRECAST <br />2W <br />13'�' (10n PRECAST <br />2t7 <br />824 <br />110 <br />t34" (1W� PRECAST <br />4u <br />4m <br />w <br />ns <br />w <br />11 <br />Ins <br />4MI <br />4" <br />7m <br />HN <br />m <br />t <br />tar <br />ISM <br />14'-0' (lSn PRECAST <br />279 <br />11P-V (1M6') PRECAST <br />208 <br />2S3 <br />1W <br />I'm (ion PRECAST <br />w <br />7N <br />w <br />7w <br />120 <br />410 <br />4SS <br />"M7 <br />1ma <br />t <br />low <br />14'4C (178') PREMTR66BED <br />N.R. <br />14'4r (178") PRESTAi� <br />N.R. <br />204 <br />91 <br />w4r (17M) pmm <br />w <br />m0 <br />4SS <br />m <br />1131 <br />low (1841 PRE87RE88m <br />N.R. <br />1@A• (184•) PRESIAWBPD <br />N.R. <br />20 <br />83 <br />1@4" (1841 PRESMESSEDMI3 <br />W <br />Me <br />en <br />w <br />7SS <br />MIAm <br />"a <br />1r-c (w'1 PpE8'7R688® <br />N.R. <br />ir-4' RMn PRW'7Rp8FD <br />N.R. <br />124 <br />64 <br />try" (2M PRE <br />liv <br />2MI <br />aSS <br />4m <br />an <br />sm <br />740 <br />m <br />1 <br />ae <br />1m <br />eta <br />1473 <br />1@-4' M7) PRE87RE88W <br />N.R. <br />IW-C Mr PRESTRESSED <br />N.R. <br />140 <br />52 <br />1@-C (i n PRESTRESSED <br />2MI <br />SMI <br />aSS <br />,n <br />447 <br />m4 <br />w <br />wi <br />047 <br />7a <br />1MI7214• <br />Mn PRESTRESSED <br />N.R. <br />214' (25M') PRE�E88ED <br />N.R. <br />125 <br />42 <br />214- (2 n PRESTRESSED <br />w <br />asm <br />w <br />m <br />an <br />4" <br />7" <br />MISS <br />400 <br />w <br />IOU <br />22'-0" 054•) PRESTR� <br />N.R. <br />2r-W P41) PRE <br />N.R. <br />11M <br />40 <br />ZZO CM41 PRESTI�BED <br />IV <br />2MI <br />is <br />aSS <br />m <br />MIS <br />4m <br />w <br />aSS <br />w <br />S0 <br />w <br />W4r Mn PRESTRESSED <br />N.R. <br />24'4r 12Mn PRESTEM <br />NR <br />M1 <br />33 <br />2Wr Wn PRESTRESSED <br />tw <br />tx <br />to <br />>os <br />m <br />MIO <br />s42 <br />w <br />418 <br />w <br />w <br />7n <br />an <br />en <br />in <br />2" <br />w <br />w <br />w <br />fOm <br />tan <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />ALL VAWEB TAKEN FROM "SAFE LOAD TABLES• BY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- ALL PRECAST PRODUCTS ARE TO BE RISTALLPD PER MANUFAC IM SP£CIFICAnoN8 -PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WB4DOW OPENING <br />00�000 <br />oo�omm <br />mm0000� <br />sa�00��0 <br />mo®�r!om� <br />m000000 <br />®s�0000 <br />mm0000v <br />imms�0©m0 <br />0�00©00 <br />om©OOt"'�C7'+ <br />s�o®o©ov <br />OmmO�E:Y:^_ <br />Qn <br />��0©000 <br />oommomo <br />��00m00 <br />oommmoo <br />®�000�0 <br />©�mOmmO <br />�000m®0 <br />0000000 <br />D�m0�m0 <br />®00m��m <br />�00�DOD <br />0��00�0 <br />�0�0000 <br />0��0®00 <br />©©000�0 <br />���0000 <br />©o©©000 <br />$ 7i� <br />M/OB 8 14- 8F16-1T/OM/0B <br />1T/OM/DB 4.-0" 4-8" 0 <br />°z� n dam <br />y LINO, PROVIDE BB1 WHERE <br />( ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0". UNO. <br />3 <br />t <br />T------i <br />L — — — — — J <br />t <br />8RF14 <br />1T/OM/OB r $ <br />4,-6" ( 4 <br />+` 8F20-1T/OM/OB e ' <br />17'-4" BFBITAMOB^�T <br />OT ~. � <br />41 <br />41 �� $ <br />41 Zv <br />4 BF18.1T/OMIOB <br />0 4'-6• �y 9 <br />---------- <br />LIFT BEAM PLAN <br />SCALE: 114" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750. <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AA #: 0003325 J <br />cs <br />8 <br />7 <br />�o <br />svaa:v. at LOT' <br />ABBOTT PARK <br />LOT #4 <br />BILK #10 <br />PROJECT�r <br />04181.000-04103 <br />MODZIA <br />3ELB <br />"1239-LAYTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />sC,A=: 1/4-=1 —0- <br />81MET <br />s2 <br />
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