|
LIFT BEAM PLAN
<br />SCALE: 1/4" = V-O'
<br />GENEMI NOTES
<br />CODES
<br />1.1 FLOPoDI BIMDNG=.M EDiigN, 2017 RE347EM1ALSECTKxVS RW22aR&56.
<br />12 FLORIN BUaDHGC00E.BMEIX7KKI, ZIH7 BIAlDRtG, SECiKl11519lH2aT107.
<br />1.9 BIrLOWO CODE AEQUaiOEMSFOR RENFORCED CONCRETE NCI31a-14�
<br />I BMDNG FADE REOUIREMEMS MDSPECFMTION FORMASONRY STRI1C1IxES N(T
<br />63P13aacISM.1-t31
<br />1S OTHER
<br />THCNx FlNG3EERS MHMYDESIGN LOADS FOR BIA
<br />DTHOINGS A70
<br />ER SIRLN;TIIRES NSDE
<br />T.)2.1 CRETE:
<br />2.1 CONCRETE CA4ARE331VE SiTEMTR1AT 230AYS:
<br />T.12 PREL WM"STARD IE6FORCEEElifJ000P3IMN
<br />2.12 PREi:AST WIPRESTAESS RE2FONCEAEM4xl3p P5,
<br />2.1.3G TPEAASTM N-3050PSIW/MNL3I3'M,GI+ECAW,CTO11'S1A2.F.
<br />22 RElSp3C•4G BARS:
<br />2.2.1 STEEL PLACED 4V PTECAST LINTEL AT TIME OF FABRIGTKNd ASTM A815IGRADE 63)
<br />222 STEEL IN LINTEL AND KNDCKOUT BLOCK (RACED W FELD) ASTM A315 (GRADE Q0
<br />28 PRESNiE&431FM MTMM167--W- iRESSRELEVED
<br />2.6 MMzE 4q
<br />RERFORCEAEMIN ACCtNiOANCE WTMAC1315.
<br />25 CONCRETNA's OPERATxx1S SWJ.L COMI+LY WRH ACI STANDAT4)3.
<br />2.6 DI.S WNE PER A3TM A13&
<br />3)MASONRY:
<br />31 CONCREt m-IwVUNR3(CMU)911ALLC0lFORM TO ASIM C90. NORMK WEIGIiT WDH
<br />MN mNEf AR EA COMPRESSNESTRENGTH2O00PSI.
<br />32 MORTAR BHKLCONII TOA6TMGT10 TYPEMOR-S'
<br />3.3 FIAL MOMAR JOINTS ARE REDUIED
<br />SA MRAMUM AGORE(NTE28-DAY COMPRES3NE STRENGTH OF CMUAND YOMAR SHALL NOi
<br />BE LESSTWI FL= 2033 PSI. MSONRY STRENGTH SHALL BE ESTABL5IEO er THE 1MR
<br />STRENGTHIAETIIOD'OR, ALTEANABY THE'PRC3MTEST METYpD'WHEREl�1
<br />REQUIREMENTS HAVE NOT BEEN MET.ET,
<br />4.1 SAFE LOAD VKIESARE BASEDDN lN1EL31NVNGABEAIBROOF B'(WIfHA MIiB1M
<br />ACCEPTABLE BEARINGOF d'PER FLORMBM."T" CODE ME111TpN, 20t7 PESIpENN1
<br />SECTION R603.8.3IXi FLORIN BMDPoG CODE BIH EpTION.21H7 BULp3K:, 9ECTx)N 21w.1
<br />42 SAFE LOA 1-EV UA TE OHMTgNCLMI 1-0 AN1LYSi3PERAC131a ANDAGSM
<br />4.3 DE=ATMYEVAUN SW:NIGN NT-I FRaI TIE IXIT ADWAY BY
<br />CALCULATING ANXRIUTA RESISTING MOAEM AND SNEARAT4 DISTANCE AWAY RxOM THE
<br />FACEIN THE SIPPORI.
<br />4A FORLMELI (1)M AT 64T ORGREATER VERTICAL CELLFLLED SOLD Wl GROIITAND
<br />M3VN4UM ONE AI FS VERTICAL RESAR M REQURFD AT EACH FNDOF THE LTi
<br />4.5 IVrtELS THAT ARE GREATER THAN 16'47 CLEAR SPAN MUSTBE PROWDEDTEMPORARY
<br />SUPPx1RT, NOT BE REMOVED UMa 2 DAYS AFTET3 GROUT PLACEMENT'.
<br />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 1/2- HOG NAILS.
<br />CONCRETE TO WOOD FLOOR-
<br />SIMPSON LTA2 W/ (8) 10d x 1 1/7 HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ i Dd 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 />1 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
<br />METING THE REQUIREMENTS OF AFC-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 />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
<br />CONNECTERS ARE TO BE GALVANIZED.
<br />5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CREI-E
<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 ENGINEERS 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 P8S36.1T7' - x 2 7/8' LONG, WITH WASHER Q 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 />REMARK
<br />DESCRRPi70N
<br />10
<br />(2) 2X12
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH I 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
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<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
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<br />-ALL VALIES TAKEN FROM •&WEE LOAD TABLES' BYCASTCREIE MAY 2015 EDMON - PRECAST PRODUCTS BY OTHERS TO MST OR EXCEED VALUES STATED ABOVE
<br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE W49AN Ir OF BEARING PAST EACH SIDE OF VMDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 16-0126.03
<br />A E C E I T E C T i
<br />6
<br />GrowoW
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7748078
<br />FAX: 407-774.4078
<br />www.abdesigngroup.com
<br />AA S: 0003325
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<br />xTymIr i. a LOT.
<br />SILVERADO
<br />LOT #11
<br />BLK #13
<br />plioinm#
<br />03719.000-11132
<br />acoasu
<br />"2045-LANTANA"
<br />aA1tAas awa�a:
<br />RIGHT
<br />pAGM
<br />LIFT BEAM
<br />PLAN
<br />150 MPH EXP. B
<br />ap � 6/17/20
<br />sCAUM 1/4"=1'-0"
<br />sign=
<br />s2
<br />
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