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35841 Iron Redding Ct
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35841 Iron Redding Ct
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Last modified
3/20/2025 9:39:22 PM
Creation date
2/19/2025 12:15:51 PM
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Building Plans
Street #
35841
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
1061
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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 V2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON Hi CA OR LGT2 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <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 (C). <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 0 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 V-O', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />(D <br />(2) 2X12 <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />4IMMI&MUS I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH r� <br />SUB <br />74' (42') PRECAST <br />2231 <br />4'4' (40") PRECAST <br />1906 <br />4'4' (84') PRECAST <br />150 <br />VA' (64-) PRECAST <br />1217 <br />8-101 (Po') PRECAST <br />1602 <br />94' CM PRECAST <br />ow <br />r4' On PRECAST 743 <br />F4' (112') PRECAST 564 <br />10'4' (129) PRECAST 475 <br />114- (136) PRECAST 312 <br />1r4' (1441 PRECAST 337 <br />13'-4' (16n PRECAST 290 <br />I*W (16a) PRECAST 279 <br />14'4' (17'6') PRESTRESSED N.R. <br />IT-C (164') PRESTRESSED N.R. <br />tr-C (20B') PRESTRESSED N.R. <br />1VJ' (2921 PRESTRESSED N.R. <br />21'-C CA'S9 PRENTRISISED NR. <br />27-W 0&M PRESTRIMISED H.R. <br />Nf7000=31N0 <br />IOmN00N00mI <br />IOd�mNmECJ�I <br />I��0000v, <br />N�NONOE�7m�N0'. <br />�N®©ONE�NF�N© <br />NON®�Ni�N©NON© <br />10®�ONO�C�^ <br />mN��00NEu"70 <br />"arm"" <br />O�N�ON©NE�7N0 <br />"OEM"" <br />I ^_.NGQ* <br />NODmO�mNf <br />NONONONOmN00 <br />OO�mm00 <br />©�mOmE�O <br />�NN�mNONONE�NE <br />�Om��mO <br />NN��O�ONO© <br />�©NN��NN�ONN� <br />NN�N©NN��NN��NN7 <br />DEN©NN�NN�©© <br />1=m <br />ONONONONN7�N0 <br />D�NO�®00 <br />NON©NO�NN7�N0 <br />2f-V On PRESTRESSED I N.R. 1 12M I as I <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />GENERALNOTES <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R4022 & R606. <br />1.2 FLORIDA BUILDING CODE, Sth EDITION, 2017 BUILDING, SECTIONS 19012 & 2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). <br />1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI <br />630-13 & ACI 530.1-13) <br />1.6 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND <br />OTHER STRUCTURES (ASCE 7-10). <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS: <br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTM C478 -3000 PSI W/ MAX. 3/8" AGGREGATE, 8' TO 11- SLUMP. <br />2.2 REINFORCING BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) <br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED <br />270 KSI <br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 316. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />2.6 D4.5 WIRE PER ASTM A496 <br />3) MASONRY: <br />3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH <br />MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. <br />32 MORTAR SHALL CONFORM TO ASTM C-270 TYPE'M' OR'S' <br />3.3 FULL MORTAR JOINTS ARE REQUIRED <br />3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT <br />BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE'UNIT <br />STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD' WHERE USM <br />REQUIREMENTS HAVE NOT BEEN MET. <br />4) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8- (WITH A MINIMUM <br />ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, <br />SECTION R606.6.3 OR FLORIDA BUILDING CODE STH EDITION, 2017 BUILDING, SECTION 2104.1 <br />4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER AC(318 AND ACI 530 <br />4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY <br />CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT. <br />4.4 FOR LINTEL LENGTH AT "'OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND <br />MINIMUM ONE (1) k5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. <br />4.5 LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN MUST BE PROVIDED TEMPORARY <br />SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. <br />SAFE LATERAL LOADS FOR <br />8' PRECAST PRE TRESSED U-LINTELS I Ir SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />�A SAFE LOAD I �/MA SAFE LOAD - POUNDS PER LINEAR FOOT <br />DI C <br />3'4' NT) PRECAST <br />11025 <br />ION <br />1BIa <br />SW N29 PRECAST <br />4'4' (4n PRECAST <br />7K <br />'783 <br />1309 <br />4'4' (40') PRECAST <br />V-S' MCI PRECAST <br />6B2 <br />501 <br />1073 <br />4'4' 04') PRECAST <br />9-C 041 PRECAST <br />411 <br />411 <br />746 <br />F-C N49 PRECAST <br />F-10' (TV) PRECAST <br />340 <br />330 <br />618 <br />8-10' (70') PRECAST <br />B4' (769 PRECAST <br />607 <br />721 <br />400 <br />S8 (7a') PRECAST <br />r4' Mn PRECAST <br />424 <br />634 <br />308 <br />r4' (9D') PRECAST <br />WW (112") PRECAST <br />329 <br />512 <br />230 <br />94' (112) PRECAST <br />10'4' (128) PRECAST <br />284 <br />401 <br />180 <br />104' (12n PRECAST <br />11'W (13n PRECAST <br />28D <br />4W <br />IN <br />W-C (13n PRECAST <br />124' (144' PRECAST <br />244 <br />402 <br />137 <br />ir4" (144') PRECAST <br />IT4' (160) PRECAST <br />217 <br />324 <br />110 <br />18'•4' (160') PRECAST <br />14'4' (16n PRECAST <br />205 <br />203 <br />100 <br />14'4' (16n PRECAST <br />14'4' (176') PRESTO <br />N.R. <br />254 <br />91 <br />14'4' (176) PRE67RESM <br />194' (134") PFEFTRESSED <br />NA <br />2011 <br />a3 <br />IV-C (184') PRESTRESSED <br />tr-C Cam') PRESTRESSED <br />N.R <br />194 <br />04 <br />1ri' Wn PREWTRESM <br />19-C Mr) PRESTRESSED <br />NA <br />148 <br />52 <br />1S4' (M PRESTRESSED <br />214' Mn PRE <br />N.R. <br />126 <br />42 <br />211-C (360') PRE87AESSEC <br />- (2047 PRESTRESSED <br />N.R. <br />110 <br />40 <br />224' Wlr) PRESTRESSED <br />24'-0' mn PRE87 <br />NA <br />91 <br />33 <br />--; 1266') PRESTO <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• ALL VARIES TAKEN FROM SAFE LOAD TABLE' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />•ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MNNUM 4' OF BEARING PAST EACH 8DE OF WINDOW OPENING <br />1 F16-lT/0MI0B 8F16-iT/OM/0B <br />8 16-1 /0 1 <br />28F16-IT <br />48' 4 6" <br />8F761�OMB q.g' <br />1 <br />PRE-STESSED <br />41 <br />I <br />I <br />AH7T <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />8F16-iT/0M/1B <br />10, ' <br />I I <br />L------- J <br />r------------------- -i <br />I <br />UNO. PROVIDE B81 <br />WHERE ROOF <br />TRUSSES BEAR, TOP <br />Zq OF WALL 43 9'-4' UNO <br />LL I <br />I I <br />I I g <br />§b <br />I I LL <br />I I W <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />-------------------- <br />S <br />�e <br />m <br />LL <br />m <br />g <br />LL <br />m <br />AH7 F14-1T/0 OB <br />ECESSE <br />/SF36-IT/lWlB <br />N <br />JPRE-S <br />/OMIiB <br />4" <br />8F16-1T/OM/1B <br />ESSED <br />- -- - - - - <br />9'4' <br />L( <br />Lou <br />LIFT BEAM PLAN <br />SCALE: 1/4' = l'-0' <br />R <br />E <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-174-6078 <br />FAX:407-774-4078 <br />www.abdeWgMgroup.eom <br />AA #: 0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486-2626 <br />FAX: 813.886-2802 <br />
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