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----------------------- <br />8F16-1T101W0B 8Fl6-1,T/0M/0Bp <br />81`16-11TIOM/lB 8Fl6-1T/0M/1B <br />10-2. <br />13'-6" <br />4--6- 4.6. <br />11-1, <br />J* <br />7r 4h, <br />8F16-1T10M10B <br />ED <br />% <br />%% <br />40 4IIP% <br />8Fl6-lT/OMtOB <br />- - - - - - - - - - AIR - - - - - - <br />U.N.O. PROVIDE BBI WHERE ROOF <br />TRUSSES BEAR ON TOP OF WALL <br />EL. 9'-4* <br />F - - - -I <br />1% 1 <br />L J <br />LIFT BEAM PLAN <br />SCALE: 1/4"= V-0" <br />U7 <br />ca <br />R. <br />GENERAJ. NOTES <br />1.1 FLORIDA �W � Sh �10N, �17 SECTIONS �2 & REES. <br />1 2 FLOFJOA SU� GODE, Sth EDITION, 2017 BUILDING, SECTIONS 1901.2 & 21N. <br />13 B� � WOUIREMENT. FOR REINFOROW CONCRETE 00 318� 4� <br />wo.cRmo ooDB wu�m. AND sRPECFR�Tm FOR mAscMRY� �E,Es (W <br />13 & <br />OTHIERSIRBXTURES(RECE740). <br />2.) �FETE� <br />Z1 COM"Z" PRIESSIVE STREMTH AT N DAYS: <br />2 PRIE�T WISTANDARD REINFORCEMENT400D PER MEN. <br />PRE-GASTW�IRRESTRESSMINFDRCEM��PSI <br />2.1,3 G�PER��n-3M%IWI�.W��TE.rMll'SWW. <br />22 REWD"'M SARIS: <br />- 1 STE PI-ED IN PRECAST LINTU AT TIME OF ASTM M15 (GRAM W) <br />2,22 SMEL IN L� AM 10-KOff S=K (PLACED IN FELD) ASTM A61 5 <br />2,3 PRESTRESS STRANDS ASTM MIS I-WIRLE, STRESS RRIEVED <br />210 MI <br />2.4 DETALREW MEMENTMACOORDANCE��315. <br />2. CO OIPERATIONS�COMPLY-�ANGAAJDS. <br />2.6 O4.S � PER ASTIM AW <br />MASONRY: <br />3.1 COPICR�E MASONRY MITS (CM) � CONFORM TO ASTM -, NORMAI- W- <br />MIMMJNINETAFIEACGMPRMIVESTREMTH�I. <br />3.2 MORTAR SM <br />33 FM <br />3.4 MINIMM ADORED 2�Y�PREWWS��OFWUMDWWARS�N T <br />STRENGTHMU�0R.A R-IWIY,W-T�-IEREIJSM <br />WOUREMENT HAVENOTBE1NMET. <br />4) ��; <br />4.1 SAFELOADVAt-UESAF� D ON LINTELS MVING A BEARING OF W (WTI`H A MNIMUM <br />A�EPTABLE SWONG OF C � FLORIDA BLILDING � STH �JON. Z17 ��. <br />SECTION REMISS OR FLORIDA Wt.DING CODE SIN EDITION, W17 BLIN-DING, SECTION �04.1 <br />42 WE LOAD VAI-MS SABRED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND PCI M <br />4.3 D IGNER MAY EVALI.IATIE CONCENTRATED LOADS FROM THE SAIFE LOADTABLES By <br />MC TM�IMM�SWIW.�W��ATd�AKEA.AY�� <br />F�GF1NZ""PGW <br />4A FORL L�ATT�M�TEP,��MLFUM�OWUH��� <br />MINIMM ONE (1) ft VERTIDAL REBAR IS W�D AT EACH END OF THE LINTE1. <br />4S I-WELSTHATAI1EGREATERTI-IAN14-4P I-EARSPANWSTBEFROVIDEOTEMPORARY <br />SUP�, NOT K FJEMOVED LPITIL 2 DAYS AFTEIR Gfl- �E�. <br />FRAMING NOTES: <br />1. U.N.0, ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W1 (9) 10d x I lt2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR. <br />S <br />,:MPSONLTA2W/(B)lDd.1 1r2"HDG NAILS, WOOD TO WOOD: <br />MPSoNHIOAORLGT2W/iDdxl 11T HOG 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 REQU ENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />jIREM <br />MANUFACTURER'S SPECIFIC TIONS, <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTOR$ <br />ARE TO BE GALVANIZED. <br />5. UNTSLS AND MASONRY BEAMS WERE DESIGNED EASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE UNTELS. <br />6.8OTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. UNTELS SHALL RAVE 4'NOMINAL BEARING (41 <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 ENGINEERS REVIEW AND <br />APPROVAL <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S35_177- - x 2 7/8"LONG, WITH WASHER Q 16* D.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11 WOOD BEAR NG WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />I ( <br />RATIONAL ANALYSIS. <br />12, ALL ELEVATIONS ARE REFERENCED FROM W-0-, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />aim a <br />REMARK <br />CIESCRIPT11CM <br />(2) 2X12 <br />BEAM SCHEDULE <br />ZZUM INDICATES OPENING BELOWIT.O.B. m TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A. � TOP OF ARCH/T.O.S = TOPOF SLA13 <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />re <br />(psi) <br />SIZE <br />11". <br />REINFORCE ENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />XXT <br />(1#5 <br />GROUTED SOLID <br />GRAVITY & UPLIF:T SAFE LOADS (PLF) <br />8"x8' RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE <br />8"xl 2" RECESS DOOR <br />LOADS �LF) <br />HEADE <br />-T <br />I ORE <br />0). 1 <br />1- <br />21. <br />-1 <br />I'M <br />P.- <br />1 <br />11). 3 <br />-1 <br />-1 <br />(z. <br />1- <br />1- <br />IN- <br />m <br />-1 <br />I -E- <br />(2­ <br />NEE <br />im <br />11 <br />(2). <br />I.W. <br />20 <br />PRE- <br />MINA- <br />(2)NP 3 <br />1*? <br />IMS <br />- <br />- <br />vERE <br />M N. I <br />ME, <br />-1 <br />7-7-.7 <br />PRE- <br />50-1- <br />M- <br />11. <br />- <br />1- <br />In, <br />3 <br />low <br />r..-E <br />12)...- <br />(z- <br />.31 <br />.1 <br />(21-1 <br />11. <br />- <br />E� <br />R.E-1 <br />(2)....- <br />(2­ <br />.1 <br />1 <br />1i <br />m.-FE <br />- <br />liq <br />i <br />.E RE <br />P--T <br />(�­- <br />m- 7r <br />P.- <br />mms.. <br />1- <br />ME <br />GRAVITY & UPLIFT SAFE LOADS �Lf`) <br />8"xl S" RECESS DOOR HEADE <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x32" RECESS DOOR HEADER <br />- <br />L . <br />TZEP <br />R) L <br />7, <br />- <br />- <br />PRER- <br />M-E <br />(21.3 <br />E11. <br />11 <br />P- <br />'-s"m <br />m., <br />- <br />PRE- <br />M- <br />(21- <br />." <br />- <br />- <br />- <br />mo,-�- <br />MN*3 <br />1� <br />im <br />i- <br />1P.- <br />4�-R. <br />12)�P. <br />- <br />- <br />- <br />PRECAST <br />MNEVERE <br />12­3 <br />RISE <br />- <br />- <br />10 <br />PR.-T <br />- <br />121.1 <br />-1 <br />.1. <br />- <br />NA". <br />wfta <br />IM&I <br />i� <br />- <br />..E-E <br />12). � <br />- <br />- <br />- <br />m- <br />11. <br />1- <br />I­ <br />PRE�T <br />­EWIRE <br />(2) Mm 3 <br />I'M <br />MEE <br />MM <br />PPECAST <br />��NAWERE <br />(2)� 3 <br />CME <br />- <br />11110 <br />IM <br />E- <br />I- <br />PRECAST <br />MIN- <br />j2)ft4 <br />SITE <br />11 <br />1-0 <br />PRE <br />a., 2. <br />P- <br />.1. <br />Im <br />�10 <br />-T <br />M-- <br />L21 <br />Pm <br />P-T <br />(--RE <br />(2). 4 <br />1 <br />1- <br />PREWT <br />R)NE-E <br />(2)� 4 <br />"CAST-CRETE" SAFE LOAD TABLES <br />I I SAFE LATERAL LOADS FOR I I <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4t,MP6� I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH "A" <br />3'4r (42-) PRECAST Z131 <br />e-W (41n PRECAST Is" <br />If4r M PRECAST lm <br />v4s (64.) PRECAST 1217 <br />9-10- (An PRECAST 'm <br />V4r (Tin PRECAST 900 <br />r4r Pn PRECAST 743 <br />F-C ('1112-) PRECAST 554 <br />1104r (12r) PRECAST 475 <br />IT-C (13r) PRECAST 362 <br />124P (144') PRIECAST 337 <br />IV-4- (11W) PRECAST 29111 <br />I*W (IW) PFWAST 279 <br />14?-r (17r) PRESTRESSED N.R. <br />IF-C (1180r) PRESTRESSED N.R. <br />lr4- PM PRESTRESSED N.R. <br />IW4" Mn PRESTRESSED N.R. <br />2114" On PRESTRESSED NJt <br />V4r X41 PRESTRESSED NA <br />2ir-V - PFEFF43M <br />Wan <br />-1 1201 ml 4010" m I Iowt I Im <br />(#)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TAKEN FROM WM LOAD TABUW BY CASTORETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSIALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR Er PRECAST & PRESTRESSED U-LINTELS <br />4toor-6� 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />Y-S* Kn PRECAST <br />low <br />ION <br />'15111111 <br />3--r (4n PRECAST <br />4--W (4" PRECAST <br />M <br />M <br />1309 <br />41V (4n PRECAST <br />W-r (541 PRECAST <br />592 <br />W <br />1073 <br />4-4r (54-) PRECAST <br />F-4- (641 PRECAST <br />411 <br />411 <br />745 <br />F-C (641 PRECAST <br />S-110- (M PRECAST <br />340 <br />330 <br />018 <br />9-10- (M PRECAST <br />Ir-r (M PRECAST <br />507 <br />M <br />400 <br />&4r (78P) PRECAST <br />r4r Mn PRECAST <br />424 <br />534 <br />363 <br />r-r Mn PRECAST <br />F-C (112-) PRECAST <br />320 <br />612 <br />230 <br />94- (117) PRECAST <br />l(Y-r (12r) PRECAST <br />204 <br />401 <br />180 <br />19-r (12r) PRECAST <br />11--C (13n PRECAST <br />200 <br />452 <br />194 <br />1111-4- (ISSPI PRECAST <br />Ir-V (1447) PRECAST <br />244 <br />402 <br />137 <br />IX-V (1"') PRECAST <br />I" (IOn PRECAST <br />217 <br />324 <br />110 <br />1" (ISn PRECAST <br />W-V (16n PRECAST <br />2116 <br />293 <br />IM <br />14%T (ISIP) PRECAST <br />l,V4r (IM PRESTRESSED <br />N.Ft <br />284 <br />111 <br />14-4r (IM PRESTRESSED <br />IV-4- (160) PRESTRESSED <br />N.R. <br />20 <br />83 <br />19W (184') PRESTRESSED <br />1rw mn <br />N.R. <br />194 <br />64 <br />1 <br />lIrW Mn PRESTRESSED <br />XR. <br />140 <br />62 <br />W-C CM PRESTRESSED <br />21'-C 0M PRESTRESSED <br />NUL <br />1 1125 <br />42 <br />121--V On PRESTRESSED <br />2r-W (MINI PRESTRESSED <br />N.R. <br />1 116 <br />40 <br />122-V CM-) PRESTRESSED <br />- (W PREII <br />N. R. <br />1 91 <br />33 <br />1 W-V On PREWPOSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT I <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />PRECAST PRODUCTS BY OTHERSTO MEET OR EXCEED VALUES STATED ABOVE <br />PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF 1AANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETr <br />DIVISION ACCEPTANCEM 1"126.03 <br />rA R C N IT I t T S <br />G r2Desg*$n <br />o 7u, .0, nTc. $ <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />ARA #: 0003325 1 <br />a <br />PIP <br />rOW331)XV. ISO L021 <br />SILVERADO <br />LOT #6 <br />BLK #10 <br />3pitoimcT# 1 <br />03719.000-06101 <br />MODEU <br />"2045-LANTANA" <br />C;AP,AGZ BTFMCI: <br />RIGHT <br />PAGM: <br />LIFT BEAM <br />PLAN <br />U50 MPH EXP. <br />IPRZNT 10/30/20 <br />DATZ: <br />SCALM: 1/4"=1'-0" <br />EIIHEL"r <br />S21 <br />