|
GENERAL NOT ES
<br />,.)CODES
<br />1.1 FLOWDA BUl1I0�6 coDE em FnITroN. zSn REsa7ENTML SECTroNS FNm24 RBN.
<br />,2 FLORIN BU6ON0 CO�,RA EDGpN.2dTBlM�MG. 3ECftlNS 1B012a21%.
<br />,3 Bl11LI1fq COOS REOU"E#EMSFORIS%FORCED CONCRETE IACl318-tdt
<br />to BlRDa1f•CODE REIXINOBRS ANO SPECFMPTpN FOR MOSOfR1'SfRl1CT1AES(Aq
<br />1g13 a AC1530.1-t3)
<br />15 OHtICAN SOCETY aF C7Vl ENGIFFRS MN6RA1 OESx3N LOADS FOR fUIIDINGSA7D
<br />OTIHt STRUCIIRFR 1ASCE ]-HN.
<br />2) 00NCIETE'
<br />2.1 CONCRETE COI.PRFSSNE SfRFNGTHAT ZB MY3:
<br />2.1.1 FREf:ART W43TAFaIARD RE2FORCFMT31TAOd P&MN
<br />2.11 PRECAST wIPREsrrffss REOFgKB,Exrmao PSl
<br />2.1.3 CAROM PERASTM G]6-30W P81 W(MAx are' AGGFEGATE, B' TO tt' SLWP.
<br />22 R .1VFORCaiO BARS
<br />2.22 STE NPRECASf La4TELAi Tf4EOFFASRICAT )MWM0815(G OEOE )
<br />222 STEEL IN LOIFEL AFD IdOCI67-WxOCK(PWREU FELD)ASTM IBIS (GPAOE b)•
<br />2.3 PRESTRESS STRANDSASTM MI6 T-WPE,5RE&S RELIEVED
<br />2m 2,1 DETAIAI
<br />L REaFORCEMEM IN ACCOPDNICE WITH ACI315.
<br />2.5 CONCRET1Np OPERATxxAS S1iPLL COMPLY W7M ACI STANDARDS.
<br />2.B DaS WIRE PER ASTMAKB.
<br />3j MASONRY:
<br />3.1 CONCRETE I4ASOFdiV 114R3ICAN)SHALL CONORNTOASTM GBD, NORMAL. WEIGHT WfRi
<br />Md4VARA NET A�ACOMPRESSNE STTENGIH 2O00PS1.
<br />33 MOMARSHALL CON-ORM TO ASTM GZ/OTYPEx aR'S
<br />3A FI.Ni^l4A JOIM32 �OUMPF
<br />3A MOgWMAGGREOATE 2B81V COMPAESSNE S7IENGTH OF E AND MOMAR SW1Ll
<br />NOT
<br />BE 1E58 THAN FT1= 20a5PSY. MA4DIF2YSTRQIGTH3HALL BE ESTABLLSIEO BY THE 9.NR
<br />ST�NGTH METHOD' OR ALTERNATIVELr. BY TIE TATISM TEST METIgO' WIHEUSAI
<br />REOl/a7EMEM8 HAVE NOT BFJl+I.ET.
<br />aI STRIICTUINL
<br />1.1 SAFE LOAD VALLESARE OASFD ON LNIELS HILDIHQ BEARaNG OF B'(WIIHAMwIIM
<br />ACCEPTABLE BEARaGOF 1' PER FLORa]A BU41101G CODE BM EONpN.201i PEBOEMIAI.,
<br />SECTON R80a.85OR FLORW BULONGCOOE BTH EIXTION, 2d] BUaDNG, SECTION 21d.1
<br />42 SAFE LOAD VALUES 61l4:Dpl RpTgWLL0ESx2N A7MLV515 PERAC13te AIA OACI S?fa
<br />45 OFRClFR M11Y EVAlWTE CONCENTRATED LOADS FFpMMRE 6AFE LOADTABLES BY
<br />CALCIAAT MA%66a1 RESTS'TdG MOAEMMOSIEM AT4 DISTANCE AWAY FROM TIE
<br />FACE OF TILE BIRPORT.
<br />dA FOR LMELLENGTH AT BF ORGI>EATER, V(3RC. FA Fl1ED SWITH GROIRD AI
<br />Ma,MIM ONE (1) ab VERICAL R®M 6 REOUaED AT AT FACH EIq OFF THE LmFi.
<br />45 LNIElS TINT ARE GREATERTWR H'4 CIEM SPNI MUST BE PROVaIEDTEMPORARY
<br />SUPPORT, 7qT fE REMOVED lN(nL 2 MYSAFTEIiGROUF PLACELEM.
<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 t 12• HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8)1Od x 1 1/2' HOG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ I Od x 1 1/2' 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 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE.
<br />CONNECTERS ARE TO BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
<br />CONCRETE UNTELS,
<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 />S. 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 PaS36, .17T "x 2 7/8" LONG, WITH WASHER N 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 01-T, FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DESCRIPTION
<br />REMARK
<br />11@
<br />1 (2) 2X12
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / 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
<br />(�)
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBt
<br />MASONRY
<br />3000
<br />1 8"X8"
<br />(1)05
<br />GROUTED SOLID
<br />GRAVITY & UPLIFT SAFE 8*x8" RECESS
<br />DOOR HEADERaff.
<br />",D
<br />HEADER
<br />®®®®
<br />�®©f.a
<br />®®®®®®®
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x16" RECESS DOOR HEADER
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x32' RECESS DOOR HEADER
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<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 />SAFE LOAD - POUNDS PER LINEAR FOOT 1 1 6%0p46NSSS SAF.E GOAD 1 1 6UW-6SAFE LOAD - POUNDS PER LINEAR FOOT
<br />7d (42") PRECAST
<br />2287
<br />SM
<br />4%
<br />0113
<br />7947
<br />1W4
<br />10M4
<br />IfMf
<br />Sdt (47) PRECAST
<br />1026
<br />1024
<br />1898
<br />X-C(42") PRECAST
<br />IMa
<br />NM
<br />WIN
<br />4M/
<br />ON
<br />flea
<br />7M
<br />4'-0' (4E) PRECAST
<br />1(Mg
<br />2M1
<br />3761
<br />NX
<br />4M0
<br />Mr
<br />70H
<br />Mr
<br />4,4' (�") PRECAST
<br />7B6
<br />769
<br />130E
<br />4'-0• (/B') PRECAST
<br />1Na
<br />2aM
<br />30M
<br />M1f
<br />45M
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<br />a106
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<br />3815
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<br />MM
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<br />I M
<br />2110
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<br />46m
<br />6M0
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<br />4'4t (54') PRECAST
<br />882
<br />691
<br />1873
<br />Pot (549 PRECAST
<br />f207
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<br />2-
<br />-6
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<br />47//
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<br />420
<br />S4' (64-) PRECAST
<br />411
<br />411
<br />745
<br />S4' CHI PRECAST
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<br />171
<br />22M
<br />28M
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<br />20M
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<br />721
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<br />14M
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<br />W41P (108) PRECAST
<br />205
<br />293
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<br />-40ONMF
<br />(Y) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR,
<br />(I) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN
<br />FOR GRADE
<br />PARENTHESIS
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EMTION -PRECAST PRODUCTS BY OTHERS TO MEET OR EKOE?D VALUES STATED ABOVE
<br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WMIDOW OPENING
<br />I- -- - - - - - - - ---------------------------------- ----�
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<br />-----------------------------
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = l'-0"
<br />A N C N I T E C T s
<br />6
<br />Grou * Inc
<br />14i N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774607E
<br />FAX: 407-774-4078
<br />wwwAbdesigngroup.com
<br />AA 9: 0003326
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<br />INUDDW. S. LOT
<br />SILVERADO
<br />LOT #1
<br />BLK #18
<br />PItOJSCT*
<br />03719.000-01182
<br />)MODEL.
<br />"2045-UMANA"
<br />GARAGE SINMM
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />150 MPH EXP. B
<br />
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