|
<br />COOES AND ST ANDAADS
<br />
<br />STRUCTURAL DESIGN BASED ON THE fLORIDA BUILDING CODE 2004 (fBC).
<br />!.IINI!.IU!.I DESIGN LOADS FOR BUILDINGS ~ND OTHER STRUCTURES ~SCE 7.
<br />BUILDING CODE REQUIRE!.IENTS FOR STRUCTURAL CONCRETE ACI 318.
<br />AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
<br />
<br />Ge~EML
<br />
<br />DO NOT SCALE DRAWING, USE GIVEN D:II1ENSIONS ONLY.
<br />ALL DIMENSIONS !,jUST BE VERIFIED BY THE CONTRACTOR iN THE fiELD.
<br />THE DI!.IENSIONS SHOWN AR ACCURATE AS THE BASE BUIUlING DOCU!.IENTS
<br />PERMIT, ~NY !.IAJOR DISCREPANCIES !.lUST BE BROUGHT TO THE ATiENTlON
<br />Of THE DESIGNER III1MEDIATELY.
<br />ALL WORK SHALL BE Of THE HIGHEST QUAUn' FOLLOWING THE
<br />!.IANUFACTURER'S SPEClflCATIOt-lS ~LONG WITH TrlE BEST TRADE PRACTICES
<br />AND STANDARDS.
<br />ALL WORK AND !.IA TERIALS SHALL BE GUARANTEED ~GAINST POOR
<br />WORKMANSHIP AND DEFECTS.
<br />
<br />~GN
<br />
<br />DEAD LOADS PER FSC
<br />LIVE LOADS
<br />FLOOR 40 PSf
<br />ROOf 20 PSF
<br />
<br />WIND LOADS BASED ON ~ VELOCIn' Of 120 t.lPH PER fBC FIG. 1606.
<br />IMPORTANCE FACTOR I = 1.0, EXPOSURE -B: INTERNAL PRESSURE COEF GC
<br />= +/- 0.55 (PARTIALLY ENCLOSED BUl.)
<br />COt.lPONENTS AND ClADDING WIND PRESSURE = 65 PSf UNO. CONTACT
<br />ENGINEER FOR ANY OTHER SPECIfiC WINO PRESSURES NEEDED.
<br />
<br />SOIL
<br />
<br />ASSUt.lED 1IlINIMUt.l SOIL PRESSURE Of 2000 PSf,
<br />
<br />ALL CLEAN FILL TO BE t.lECHANICALL Y COMPACTED BEfORE ~ND mER ALL
<br />GRADE SlAB EVACUATIONS ARE !.lADE TO OBTAIN !.IINI!.IUIII SOIL PRESSURE.
<br />ALL CLEAN FILL t.lECHANICALLY COMPACTED BY A WALK BEHIND VIBRATING
<br />COt.lPACTOR OR "JUMPING JACK" SHALL BE DONE IN 12" LIfTS !.IAXIt.lUM.
<br />
<br />S":1I.UCIUt'l. ,Tffi.
<br />
<br />ALL STRUCTURAL STEEL SHALL BE ASSUMED ASTM .1.36 UNLESS NOTED
<br />OTHERWISE (UNO).
<br />ALL STEEL SHALL BE SHOP PRIMED UNO.
<br />WHDIt-lG SHALL BE IN ~CCORDANCE WIl11 AWS USING E-70 ELECTRODES,
<br />ALL WELDERS SHALL BE CERTIfIED,
<br />!.IETAL SURFACES, GENERAL FOR FABRICATIOt-l Of WORK WHICH WILL BE
<br />EXPOSED TO VIEW, USE ONLY !.IA TERIALS WHICH ARE St.lOOTrl AND FREE OF
<br />SURFACE BLE!.IISHES.
<br />STRUCTURAL STEEL AS FOLLOWS: ANGLES PlATES AND BARS: ASTt.l A36,
<br />STEEL I-SHAPES: ASTM A 992. HOT FORItlED STEEL TUBING: AShl .1.501.
<br />COUl-FORMED STEEL TUBING: ~STM .1.500, GRADE B. BOLTS: AST!.I .1.325.
<br />ANCHOR BOLTS; ASThl .1.307, HEADED TYPE UNO.
<br />UNfiNISHED THREAD FASTENERS; ~STM .1.307, GRADE A, REGUlAR LOW
<br />CARBON STEEL BOLTS ~ND NUTS.
<br />HEAVY-HEX NUTS: ASTM .1.563.
<br />HARDENED STEEL WASHERS: ~STM F436.
<br />
<br />STRUCTURAL STEEL PRIMER PAINT: F ABRICA TE AND ASSEt.lBLE STRUCTURAL
<br />ASSE~BLiES IN SHOP TO CREATES EXTENT POSSIBU:. FABRICATE ITEMS Of
<br />STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS
<br />INDICATED ON FINAL SHOP DRAWINGS.
<br />
<br />PROPER ItlARK AND ~ATCH !.lARK MATERIALS FOR FIELD ASSEItlBlY,
<br />FABRICATE FOR DELIVERY SEQUENCE THAT WilL EXPEDITE ERECTION AND
<br />!.IINIIIIIZE FIELD HANDliNG DF !.IATERIALS,
<br />
<br />WHERE FINISHING IS REQUIRED, COItlPLETE ASSEM8LY, INCLUDING WELDING Of
<br />UNITS, BEfORE START OF FINISHING OPERATIONS. PROVIDE rlNISH SURfACES
<br />Of MEII1BERS EXPOSED IN fiNAL STRUCTURE FREE Of ItlARKINGS, BURRS,
<br />AND OTHER DEHCTS.
<br />
<br />CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED.
<br />
<br />BOLT rinD CONNECTIONS, EXCEPT WHERE WEUlED CONNECTIONS ARE
<br />INDICATED.
<br />
<br />PROVIDE HIGH-STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED
<br />CONNECTIONS, EXCEPT WHERE UNFINISHED BOLTS ~RE INDICATED.
<br />
<br />PROVIDE UNFINISHED THREADED FASTENERS FOR ONLY 80LTED CONNECTIONS
<br />Of SECONDARY F~MING TO PRIMARY t.lEII1BERS (INCLUDING PURlINS, GIRTS
<br />AND OTHER FRAMING ItlElIlBERS TAJ<ING ONLY NOItlINAL STRESSES) AND FOR
<br />TE~PORARY BRACING TO FACII.JTATE ERECTION.
<br />
<br />HIGH STRENGTH BOLTED CONSTRUCTION: INST~LL HIGH-STRENGTH THREADED
<br />FASTENERS IN ACCORDANCE WITH AISC"SPECIfICATlONS FOR STRUCTURAL
<br />JOINTS USING ASTM .1.325 OR A490 BOLTS" (RCRBSJ). BOLTS SHALL BE
<br />"SNUCTIGHT. "
<br />
<br />HOLES FOR OTHER WORK: PROVIDE HOLS REQUIRED FOR SECURING OTrlER
<br />WORK TO STRUCTURAL STEEL FRAMING , AND FOR PASSAGE Of OTHER WORK
<br />THROUGH STEEL FRAMING ItlEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS,
<br />
<br />PROVIDE THREADED NUTS WELDED TO fRAMING, AND OTHER SPECIALn' ITEMS
<br />AS INDICATED TO RECIEVE OTHER WORK,
<br />
<br />CUT, DRILL, OR PUNCH HOLES PERPENDICUUR TO METAL SURFACES. DO
<br />NOT CUT HOLES OR ENLOARGE HOLES BY BURNING, DRILL HOLES IN
<br />BEARING PlATES,
<br />
<br />P.ElNfORONG S'rEl:1.
<br />
<br />DEFOR!.IED REINfORCING BARS PER ASTM .1.615 GRADE 60,
<br />
<br />WELDED WIRE FABRIC ASThl AIB5--MIN:MU!.I lAP OF TWO SQUARES/1'\.
<br />
<br />RE.FERENCE THE REINFORCEMENT DATA TABLE IN THESE PUNS FOR ""'\D1 r
<br />ADDITIONAL DETAILS AND INFORMATION. '----/
<br />
<br />COlOfrc
<br />
<br />!.IINIt.lU!.I 28 DAY COMPRESSIVE STRENGTrI Of CONCRETE F'e = 3000 psI.
<br />
<br />CEMENT PER ASTIII C-l so TYPE I.
<br />
<br />NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE t.lEETING ASTM
<br />C33, IMXIMUhl AGGREGATE SIZE Of i",
<br />
<br />PROHIBITED AD~IXTURES: CALCIUM CHLORIDE, THIOCY~NATE OR AO~lxrURES
<br />CONTAINING MORE THAN 0,05" CHLORIDE IOt-lS ~RE PERMITTED, NO
<br />AD!.IIXTURES SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN
<br />ACCORDANCE WITH ASTiII C494 AND ASTt.I C'57,
<br />
<br />!.IlNIMUt.I CONCRETE COVERAGE FOR REINFORCE!.IENT SHALL BE AS FOLLOWS:
<br />FOOTINGS 3"
<br />SlAB ON GRADE 1 I"
<br />COLU ~NS 1 j"
<br />BEAMS 1 l"
<br />WALLS 2"
<br />
<br />aJHQ'fTl: (aJN"T)
<br />FOUNDA TlON AND SlAB ON GRADE SHALL 8E CONSTRUCTED ON CLEAN
<br />POISONED FILL COt.lPACTED TO 98% OF ASTM SPECifiCATION 0-698
<br />(STANDARD PROCTOR OENSITY.)
<br />
<br />
<br />DISCHARGE Of THE CONCRETE SHAll BE COMPLETED WIl11IN 1 -1 HOURS OR
<br />BEfORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES
<br />FIRST, ~FTER THE It-lTROOUCTION Of TrlE illlXING WATER TO TrlE CEMENT
<br />AND AGGREGATES OR THE INTRODUCTION Of THE CEMENT TO THE
<br />AGGREGATES.
<br />
<br />WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY THE
<br />ENGINEER.
<br />
<br />USE VIBRATORS FOR CONCRETE CONSILDATlON. PlACE VIBRATORS IN
<br />CONCRETE RAPIDLY TO PENETRATE INTO PREVIOUS LIFT BLENDING TWO
<br />lAYERS AND t.lINlillIZING OR EU!.IINATING TRAPPED AIR BETWEEN CONCRETE
<br />AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO COItlE WITHIN 3"
<br />Of FORIII FACE. VIBRATORS SHALL BE 2-,- TO 2-1" IN DIAMETER WITH ~
<br />MINI!.IUItl FREQUENCY Of 10,000 IItlPULSES PER MINUTE. USE AND TYPE Of
<br />VIBRATORS SHALL CONFORhl TO ACl 309 "RECOillItlENDED PRACTICE FOR
<br />CONSOliDATION Of CONCRETE."
<br />
<br />/
<br />
<br />MA TER:AcS CRl;rnJA
<br />
<br />I. All D'~ENSlONS 5l'OUll> BE V[,~IFIED IN FIELD.
<br />2 >\Ll TUBE STEEL IS GR"oE 36, SERIAL jIlMT A500B
<br />28077885 H'iI'52250 06/17 /05 ~AoE IN USA.
<br />l >\Ll TUBE STEEL IS TO BE EPOXY COATED.
<br />4. >\Ll S1RUCTURE XilNTS "RE WELDED "S SHOWN.
<br />5, Ti<NKS SPEClFlEO ARE MANUFACTURED BY
<br />pC\. Y-PROCESSlNG, ~ONROE. lA
<br />5 SPECIFICA nON Cf TANI<; SINGLE TM,K POl Yl.Thl1.ENE,
<br />4' POUURETH"NE INSULA noN, ~ASlIC WATERPROCf
<br />OUTER COATING, 19' ACCESS "A 'Ch, orA S/S lIFTING HOOKS
<br />7. >\LlINFCR~AnoN ?RO'<1DED HERE SHOVLJ BE: IUlIFIED '....TH
<br />~ANUFACTURER Cf PROOUCT.
<br />
<br />C ALCULA liONS Cf ICE CAP ACIW
<br />
<br />ARE" Cf ICE STORAGE
<br />R. 2'-8' H. 8'-J'
<br />A=22.4 sa FT C= 15'-9'
<br />
<br />STORAGE CAPACITY Cf ICE CVBES
<br />VOLUME . 185 CU FT
<br />251J +/-POlJNDS Cf 'CE
<br />
<br />R F ACTOR= R- 7 PER INCH X 4' = R-28
<br />
<br />'NEIGHT Of TANKS
<br />TA,~K ~Th 4' INSUtAT'ON = 400 +/- lBS
<br />
<br />ICE IIACHINE
<br />~ODEL , 1000501 WEIGHT. 1680 lBS
<br />CONDENSER WEIGHT. LBS
<br />
<br />WE: GH T Cf STEEL
<br />T01Al STEEl WEIGHT. 5,152 LBS
<br />
<br />THIS CONCEPT IS SOLEY THE
<br />PROPERTY OFICE PLUS OWNED BY
<br />MICHAEL RELYEA ANY
<br />REPRODUCTION OF DRAWINGS
<br />MUST BE AUTHORIZED IN WRITJ.,G
<br />BY HIM SOLELY.
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<br />
<br />REINFORCE~ENT DATA TAQBLE
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<br />CONCRE-:t:
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<br />BAR PIN
<br />SIZE DiA
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<br />18" X18" X " PLATE W!
<br />~'X 7' EPOXY ANCr-ORS
<br />W! LEVELI'JG NUTS
<br />
<br />- u___ D~ILL/EPOXY A TR W! SIMPSON
<br />SET EPOlY
<br />-/3 a 12 O.C. EACH WAY
<br />
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<br />LEVELING NUTS. HOT
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<br /><I> ~ DIAGONAL BRAC!NG
<br />~. @ ~CLA~EN~/~, ~~~~~LS
<br />
<br />^, \.. "I0TES:
<br />- - V- - 1 801. T NOT SHOWN IN DETAIL A FOR CLAR Ti'
<br />2, ALL TUBE STEEL CONNECTIONS .1.325 IX 2' 80L,S W/ WASHERS,
<br />3. ALL WELDS r UNLESS OTHERWISE NOTED
<br />
<br />8 43 11.50 '2 36 18.50
<br />
<br />'7 5 25
<br />
<br />10 B2 U.5O 14 42 21.75
<br />
<br />~O-E: T~8LE BASED ON F'ca300psi OR 60ks;, ~CI 3' 8-02, AC'530-02
<br />
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<br />ALL FOUR SIDES
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<br />-I I~ r -I ~101 -SEE DETAIL II ~~DD~t~ FO~ ALL i
<br />I+- J- L 1 _1--1:: '- sTIEL PLACEMENffi 200e LBS CONDENSER I
<br />
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<br />+-1- I T -Ii H -rJ~NDOWN Of'sLAB'
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<br />LONER SUPPORT
<br />@ PLAN VIEW
<br />1 A SCALE: '/4" = "-0'
<br />
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE BUILDING
<br />ELECTRICAL, PLUMBING AND
<br />MECHANICAL CODES.
<br />
<br />A10 TYPICAL JOiNT DETAILS
<br />~ SCALE: 1/2" = 1'-0'
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<br />M11 FOUNDATiON DETAIL
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<br />
<br />TANK SUPPORT
<br />CD ~c~~N 1!:~E~,,_O"
<br />
<br />NOTES:
<br />1. SEE DETAIL ONE FOR ITEMS NOT SHOW!'..
<br />
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE CITY OF
<br />ZEPHYRHILLS ORI\T:\1\;\JCE
<br />
<br />2'- 1"
<br />- -~/-
<br />
<br />TOP RA'L AND MID SUPPORT
<br />r:i) PLAN VIEW
<br />o SCALE: 1/4' = "-0'
<br />
<br />TOP ICE MACHINE SJPPORT
<br />o ~c~~N 1/:~E=W1'_O'
<br />
<br />FLO~IDA ENGINNERiNG SOUWT/ONS, jiJ(
<br />
<br />Cerlif>c3le of "~tPQji::m."n 'b 28:JOO
<br />,0 t>ox ; 238-.SAn M.roniG. FL :>3576
<br />~: 352.536L;27 ~i'ti 7"".A"
<br />---- ~.v./r
<br />----- ---r,.:L?I~
<br />
<br />~ A. Ho. PE-F",,,,,.4arse ...(5(;312
<br />
<br />~?/1)(, ~ /
<br />REVIEW DATE: ~I /'
<br />ClTY OF ZEPHY ILL~)i (..\ ~.....vY5'<1
<br />BUILDING OFFICIAL_~J.:
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<br />
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<br />
<br />Date:
<br />---
<br />Soale:
<br />
<br />01/ZZ/06
<br />
<br />AS NOTED
<br />
<br />Drawn: Ipg
<br />
<br />Checked: JAH
<br />-------
<br />
<br />Sheet :
<br />
<br />1
<br />
<br />1 Of: 1 Sheets
<br />
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