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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) 1Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A 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 />S. 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 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 P8S36, .M ° 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 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />PTION <br />DESCRIPTION <br />REMARK <br />(D <br />(2) 2X12 <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />G1010E-6MI8 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />10 (4n PRECAST I 2231 I a2N 4am mp 7M7 em Nla4 tlaN <br />4'4' (4" PRECAST tt106 3m1 m1 3am 4ap aan 7m1 nm <br />mm 4em nla 7a47 . t0m4 ltam <br />4'4' 049 PRECAST I ISIS lava np 2an1 S7m 1 4m 1e4m a2N <br />9- - (649 PRECAST <br />1217 <br />tap <br />S2p <br />aa16 <br />W. <br />707 an <br />F-IT (701 PRECAST <br />1062Iii0s <br />1174 <br />ton <br />20qmp <br />mN <br />3470 <br />2m2 <br />4am <br />711a <br />nn <br />aamS4' <br />(m9 PRECAST <br />We <br />21n <br />a1m <br />301 <br />mm <br />4M <br />matmw <br />a m <br />afa0 <br />mr4' <br />(On PRECAST <br />743 <br />17m <br />tam <br />2ma <br />2M <br />313M <br />Rom <br />17m <br />2mt <br />Sm <br />art <br />ow <br />am94' <br />(112') PRECAST <br />04 <br />11a <br />Nm <br />2N4 <br />3W <br />W8 <br />aNs <br />13N <br />lap <br />=4 <br />31m <br />4 <br />am1V4' <br />(12'r) PRECAST <br />476am <br />l2R <br />top <br />2m <br />21m <br />2ma <br />tom <br />tap <br />tam <br />2N7 <br />47m114' <br />(13r) PRECAST <br />882 <br />W <br />13m <br />IM <br />tm3 <br />M127 <br />40m <br />aN <br />13M <br />lap <br />21m <br />11. <br />4. <br />1" (14/') PRECAST <br />837 <br />w <br />m3 <br />"m"M <br />mm <br />mm <br />Sam <br />ep <br />m <br />1m4 <br />9110 <br />21m <br />tam <br />Sam <br />134- (1907 PRECAST <br />298 <br />m <br />7m <br />tm <br />14M <br />us <br />2w <br />tam <br />471 <br />im <br />1m <br />14m <br />lam <br />2na <br />2m <br />U'4' (188� PRECAST <br />279 <br />4m <br />7m <br />ION <br />73m <br />1m7 <br />n27 <br />2/10 <br />442 <br />= <br />lam <br />lam <br />10117 <br />2W <br />21110 <br />14'4' (178') PRE$IP688ED <br />I <br />NR <br />NR <br />NR <br />NRNR <br />NR <br />Nit <br />4m <br />lm <br />p10 <br />tam <br />mN <br />m17 <br />27G <br />low (154� PRESTR(3i8B1 <br />N.R <br />Mt <br />NR <br />mNR <br />pt <br />Not <br />MR <br />412 <br />Ito <br />!WOIra <br />mm <br />2110 <br />=8 <br />lrW Wn PMTWSED <br />N.R. <br />mt <br />Nt <br />mt <br />N< <br />MR <br />Im <br />Nt <br />m0 <br />aN <br />am <br />11m <br />Hm <br />lap <br />297 <br />19-C Mn PRESTRESSED <br />N.R <br />MR <br />Ml <br />M <br />tR <br />Nt <br />Nt <br />NR <br />2m <br />420 <br />7m <br />10117 <br />loll <br />ina <br />tna <br />214' Mn PWATRF48ED <br />KR. <br />M <br />NR <br />In <br />NR <br />NR <br />NR <br />NR <br />too <br />m <br />am <br />w <br />1114 <br />an <br />l4m <br />22'4' (2041 PRESTRESSED <br />N.R <br />NR <br />mt <br />tm <br />NR <br />NR <br />IR <br />NR <br />24'4' (An PRE87T I NA tm 9m <br />(4) 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 R402.2 & R806. <br />1.2 FLORIDA BUILDING CODE, Sth EDITION, 2017 BUILDING, SECTIONS 1901.2 & 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 />530-13 & ACI 630.1-13) <br />1.5 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 28 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 C476 - 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 315. <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 />3.2 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 6TH EDITION, 2017 BUILDING, SECTION 2104.1 <br />42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 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 6'-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND <br />MINIMUM ONE (1) S6 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. <br />4.5 LINTELS THAT ARE GREATER THAN 14"O" 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 PRES TRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />DI F SAFE LOAD - POUNDS PER LINEAR FOOT <br />74' (4r) PRECAST <br />4'0 (4V) PRECAST <br />4'4' (64') PRECAST <br />B4- (64') PRECAST <br />9-10' (M') PRECAST <br />W-r (TS') PRECAST <br />7-4' (W') PRECAST <br />9'4' (112') PRECAST <br />10'4' (12n PRECAST <br />11'4- (13r) PRECAST <br />12-0' (I"') PRECAST <br />t34' (180') PRECAST <br />W(r (7SS1 PRECAST <br />14'4' (17S') PRENTREB <br />16.4- (iSY) PRESTRE8 <br />1r4' on PRESTRES <br />194' PM PREFM <br />21'4' Wn PRE8TRE6 <br />224' (284) PRESTR68 <br />W-W On PRESTRES <br />©�DODR>;�Oil <br />�R>�R>OR>E7mR>;�7R>ORi:� <br />m����000i <br />©RiiiL'!RQ'10�0R>r7 <br />©0m0a00 <br />OD©m��m <br />anr,• <br />aatr7� <br />aaa-1w <br />aa7R".mt <br />aalvenN <br />atar�Im <br />aa!r':aN <br />29S <br />293 <br />1 100 <br />1 14'4r (18n PRECAST <br />MR <br />2M <br />91 <br />I 14'4' (179) PRENMEBSED <br />NA <br />269 <br />83 <br />low (1841) PRESIid <br />N.R <br />194 <br />84 <br />1r4' PM PRENTRENED <br />N.R. <br />148 <br />62 <br />19-C Pn PRE <br />N.R. <br />125 <br />42 <br />214' Mn PRESlAti88� <br />N.R <br />It$ <br />40 <br />2F-W (04') PAfiBTRESSED <br />N.R. <br />91 <br />33 <br />244' (28r) PRESTRESSED <br />(a) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABIEW BY CASTCRETE MAY 2D15 EDITION - PRECAST PRODUCTS BY OTHERS TO MST OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE SNBTALLED PER MANUFACTURES SPEGFICATKM - PROVIDE MINIMUM 4* OF BEARMO PAST EACH SIDE OF NRNDOW OPENING <br />1 BF16-lT/OM/OB BF16-1T/OM/OB <br />8F16-1 lB <br />8F76-1T/OM/ <br />2 <br />4'-6' 4'8" <br />17'-4' <br />BF16-1T/OM <br />• <br />PRE -STRESSED <br />4'-6- <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-lT/OM/1B <br />10' " <br />L-------------- <br />r------------------- <br />PROVIDE 8137 I I <br />WHERE ROOF I i <br />TRUSSES BEAR, TOP <br />H- OF WALL 0 9'4' LINO <br />I I <br />b <br />^� <br />I I �:. <br />I I LL <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />-------------------- <br />m <br />0 <br />�v <br />I I g <br />L----- J" <br />F � <br />�e <br />LL <br />/AH7 A OBF14-lT/OhOB <br />ECESSE <br />N <br />4 <br />8F36- <br />/OM/1B <br />8F36-tU1MAB 1 <br />4" <br />8F16-lT/OM/1B <br />9'-4" PRE-1 <br />EBBED <br />- - - - - - - <br />9".. <br />Is000sm-irLGE <br />u <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-O' <br />I R C R I T I C T Il <br />6 <br />Grou1LR. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdooleVoup.com <br />AA 8: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX: 8134IM2802 <br />DAINT .9 <br />ATIL* 10/30/20 <br />8CALE. 1/4"=1'-O" <br />mHzzT <br />s2 <br />