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6877 Wagon Trail St
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6877 Wagon Trail St
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Last modified
3/21/2025 9:25:38 AM
Creation date
2/24/2025 9:49:42 AM
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Building Plans
Street #
6877
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20787
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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WI (9) tOd x 1 1/2" HDG 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI I Od 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 HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (a I6" 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 0'4", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />MaNOM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I T.O.A = 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 />MH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />8x8 <br />1 (11 #5 <br />NIA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />iMF61010 I SAFE LOAD -POUNDS PER LINEAR FOOT G6M1`6161'6 SAE. eOAD 611101-6M18 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 0 0 <br />74- (42') PRECAST 2231 <br />4'-V (469 PRECAST 1988 <br />#0 (54') PRECAST 1699 <br />VJ' (64') PRECAST 1217 <br />V-10' (70') PRECAST 1002 <br />98 (7S-) PRECAST 906 <br />r-r Wj PRECAST 743 <br />Vj' (112-) PRECAST 554 <br />104r (12r) PRECAST 475 <br />11'4- (13r) PRECAST 382 <br />174r (144') PRECAST 337 <br />174' (18V) PRECAST 296 <br />14'0 (1S8') PRECAST 279 <br />14.4- (176-) PRESTRESSED N.R. <br />1" (184-) PRESTRESSED N.R. <br />lr-W On PRESTRESSED Nit, <br />19W PM PRESTRESSED N.R. <br />21'•4' CAA PRESTRESSED N.R. <br />2r-T (254") PRESTRESSED N.R. <br />24'-0- PRFBTRF$9ED <br />�1=177" <br />=m <br />00w7'm00m <br />00 <br />Kmm""mnm <br />om0000mzm <br />�oo�omm� <br />0m00000 <br />mocu��:!om <br />0mE=X" <br />K=z <br />mmOW-7111mOm <br />"Imm <br />m <br />0m00��^LL^ <br />mm00mQ�i'It <br />OmiL70F�m0 <br />OmmO®m0 <br />O�m�O®0 <br />oomoo�o <br />o©momov <br />Q�m0m00 <br />®o"omllmmo <br />©�mOm00 <br />0010MEMEEMELM� <br />0�0©0©O <br />©K::NI""©© <br />00m0®mom <br />�mcm0c:m�©0" <br />�mO©mmm <br />N.R. 129 1 M 1 410 ea 4M t4R tm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM SAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />LENGTH <br />— <br />I <br />_ - <br />LENGTH <br />r4F (42') PRECAST <br />1025 <br />_ <br />1024 <br />1506 <br />T-S' (42') PRECAST <br />4'-V (4n PRECAST <br />766 <br />783 <br />1309 <br />no' N69 PRECAST <br />4.0 (541 PRECAST <br />ING <br />591 <br />1073 <br />4'4Y (54') PRECAST <br />Ste' (64') PRECAST <br />411 <br />411 <br />746 <br />SW (64') PRECAST <br />V-10' (TD9 PRECAST <br />340 <br />330 <br />510 <br />F-10' (70') PRECAST <br />V4r (78') PRECAST <br />$07 <br />rt1 <br />490 <br />VC (76-) PRECAST <br />TO Mn PRECAST <br />424 <br />534 <br />363 <br />rr ND9 PRECAST <br />V-C (I lr) PRECAST <br />326 <br />612 <br />230 <br />V4' (11r) PRECAST <br />101411' (128r) PRECAST <br />264 <br />401 <br />ISD <br />1174r (12r) PRECAST <br />11-4- (136') PRECAST <br />20D <br />452 <br />154 <br />114' (13n PRECAST <br />17-- (144') PRECAST <br />244 <br />402 <br />137 <br />lr-W (1M') PRECAST <br />1r-c (Im PRECAST <br />217 <br />324 <br />110 <br />1V4- (16D7 PRECAST <br />14'4- (181r) PRECAST <br />2D6 <br />203 <br />100 <br />W-7 (18n PRECAST <br />14'4r (176') PRESTRESSED <br />N.R. <br />2S4 <br />91 <br />iw-r (1m PRE$TRE <br />16W (184-) PRE <br />N.R. <br />260 <br />89 <br />16-r (1841 PRESTRESSED <br />1r4- Mn PRESTRESSED <br />N.R. <br />194 <br />64 <br />lr•C (20111 PRESTRESSED <br />19-C Mr PRESTRE68ED <br />N.R. <br />146 <br />62 <br />1V4' Mn PRESTRESSED <br />21'd• Mn PRESTIEB8ED <br />NR <br />125 <br />42 <br />21V' (266•) PRESTRE88ED <br />274r Win PRESTRESSED <br />NA <br />116 <br />40 <br />270 00 PRESTRESSED <br />W-V rAn PRE <br />NR <br />91 <br />33 <br />24'-V On PREVIR688ED <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 OFIWIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE* IM128.03 <br />LIFT BEAM PLAN <br />SCALE: IX'- l'-0" <br />1441 N.RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 A <br />A <br />aE <br />S <br />Q <br />etMDM de LOT: <br />SILVERADO <br />LOT 10 <br />BILK 12 <br />P1P.OJECT/1 <br />04128.002-10121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GA tAGE eWMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />0 MPH EXP. <br />DRnqT <br />A 11/15/18 <br />SCALE: 1/4"=1'-0" <br />elm= <br />s2 <br />
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