|
<br />COOI'-5 AND ST NJDN>DS
<br />
<br />STRUCTURAL DESIGN BASED ON THE FLORIDA BUILDING CODE 2004 (FBC).
<br />1lI1NIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7.
<br />BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318,
<br />AISC SPECIfiCATION FOR STRUCTURAL STEEL DESIGN
<br />
<br />GE4WJ.
<br />
<br />DO NOT SCALE DRAWING, USE GIVEN D!t.lENSIONS ONLY,
<br />
<br />ALL DIt.lENSIONS MUST BE VERIFIED BY THE CDNTRACTOR IN THE FIELD,
<br />THE DIMENSIONS SHOWN AR ACCURATE AS THE BASE BUILDING DOCUMENTS
<br />PERMIT, ANY llIAJOR DISCREPANCIES llIUST BE BROUGHT TO THE ATiENTION
<br />OF THE DESIGNER It.lMEDIATHY,
<br />
<br />ALL WORK SHALL BE OF TJojE HIGHEST QUAUT'I FOllOWING THE
<br />MANUFACTURER'S SPECIfiCATIONS ALONG WITH TJojE BEST TRADE PRACTICES
<br />AND STANDARDS,
<br />
<br />ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR
<br />WORKIIlANSHIP AND DEFECTS,
<br />
<br />DESIGN
<br />
<br />DEAD LOADS I' ER FBC
<br />LIVE LOADS
<br />FLOOR 40 PSf
<br />ROOF 20 PSF
<br />
<br />/
<br />
<br />WINO LOADS BASED ON A VELOC!TY OF '20 MPH PER FBC FIG. 1606,
<br />IMPORTANCE FACTOR I = 1.0; EXPOSURE -B; INTERNAL PRESSURE COEF GC
<br />= + /- 0,55 (PART!ALL Y ENCLOSED BLD.)
<br />COMPONENTS AND CLADDING WINO PRESSURE = 65 PSF UNO. CONTACT
<br />ENGINEER FOR ANY OTHER SPECIFIC WIND PRESSURES NEEDED,
<br />
<br />SOll
<br />
<br />ASSUMED MINlhWllI SOIL PRESSURE OF 2000 PSF.
<br />
<br />ALL CLIAN FILL TO BE "ECHANICALL Y COMPACTED BEFORE AND AFTER ALL
<br />GRADE SLAB EVACUATIONS ARE "ADE TO OBTAIN MINIMUM SOIL PRESSURE,
<br />ALL CUAN FILL MECHANICAllY COMPACTED BY A WAU< BEHIND VIBRATING
<br />COMPACTOR OR "JU"PING JACK" SHALL BE DONE IN 12" LIFTS MAXlllIUM.
<br />
<br />STll,OCrull.'l. STE8.
<br />
<br />ALL STRUCTURAL STEEL SHALL BE ASSU"ED ASTM .1.36 UNLESS NOTED
<br />OTHERWISE (UNO),
<br />ALL STEEL SHALL BE SHOP PRIMED UNO,
<br />WELDING SHALL BE IN ACCORDANCE WITH AWS USING E-70 ELECTRODES,
<br />ALL WELDERS SHALL BE CERTifiED,
<br />
<br />METAL SURFACES, GENERAL FOR FABRICATION Of WORK WHICH WILL BE
<br />EXPOSED TO VIEW, USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE Of
<br />SURFACE BLEMISHES.
<br />
<br />STRUCTURAL STEEL AS FOLLOWS: ANGUS PLATES AND BARS: ASTM .1.36,
<br />STEEL I-SHAPES: ASTM A 992. HOT FOR~ED STEEL TUBING: ASTM .1.50 I.
<br />COI.D-fORMED STEEL TUBING: ASTM .1.500, GRADE B, BOLTS: ASTllI A~25,
<br />
<br />ANCHOR BOLTS; ASTllI .1.307, HEADED TYPE UNO,
<br />
<br />UNfiNISHED THREAD FASTENERS; ASTllI .1.307, GRADE A, REGULAR LOW
<br />CARBON STEEL BOLTS AND NUTS,
<br />HEAVY-HEX NUTS: AST!j .1.563,
<br />HARDENED STEEL WASHERS: ASTM F436.
<br />
<br />STRUCTURAL STEEL PRIMER PAINT: FABRICATE AND ASSEMBLE STRUCTURAL
<br />ASSEMBliES IN SHOP TO CREATES EXTENT POSSIBLE, FABRICATE ITEMS OF
<br />STRUCTURAL SIEEL IN ACCORDANCE 'H\1H AISC SPECIFICATIONS AND AS
<br />INDICATED ON FINAL SHOP DRAWINGS.
<br />
<br />PROPER MARK AND MATCH llIARK "ATE RIALS FOR FIELD ASSEMBLY.
<br />FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND
<br />MINIM!ZE FIELD HANDLING Of MATERIALS,
<br />
<br />WHERE FINISHING IS REQUIRED, CO~PLETE ASSEMBLY, INCLUDING WELDING Of
<br />UNITS, BEFORE START OF FINISHING OPEP.ATIONS. PROVIDE FINISH SURFACES
<br />Of MEMBERS EXPOSEO IN FINAL STRUCT\JRE FREE OF MARKINGS, BURRS,
<br />AND OTHER DEFECTS.
<br />
<br />CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED.
<br />
<br />BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS ARE
<br />INDICATED,
<br />
<br />PROVIDE HIGH-STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED
<br />CONNECTIONS, EXCEPT WHERE UNFINISHED BOLTS ARE INDICATED,
<br />
<br />PROVIDE UNFINISHEO THREADED FASTENERS FOR ONLY BOLTED CONNECTIONS
<br />Of SECONDARY FAMING TO PR:I.iARY MEMBERS (INCLUDING PURLlNS, GIRTS
<br />AND OTHER FRAMING MEllIBERS TAKING ONLY NOM!NAL STRESSES) AND FOR
<br />TEMPORARY BRACING TO FACIUTATE ERECTION,
<br />
<br />HIGH STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED
<br />FASTENERS IN ACCORDANCE W!TH AISC"SPEClfICA TlONS FOR STRUCTURAL
<br />JOINTS USING ASTM .1.325 OR .1.490 BOLTS" (RCRBSJ). BOLTS SHALL BE
<br />'SNUCTIGHT."
<br />
<br />HOLES FOR OTHER WORK: PROVIDE HOLS REQUIRED FOR SECURING OTHER
<br />WORK TO STRUCTURAL STEEL FRAMING , AND FOR PASSAGE OF OTHER WORK
<br />THROUGH STEEL FRAMING MEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS.
<br />
<br />PROVIDE THREADED NUTS WELDED TO FRAMING, AND OTHER SPEClAlT'l ITEMS
<br />AS INDICATED TO RECIEVE OTHER WORK,
<br />
<br />CUT, DRILL, OR PUNCH HOI.ES PERPENDICULAR TO METAL SURfACES, DO
<br />NOT CUT HOLES OR ENLOARGE HOLES BY BURNING, DRILL HOLIS IN
<br />BEARING PlATES,
<br />
<br />P.E1'W'ORG:<G ,IOE.
<br />
<br />DEFORMED REINFORCING BARS PER ASTM .1.615 GRADE 60.
<br />WELDED WIRE FABRIC ASTIlI A185--M!N!MUM LAP Of TWO SQUARESA
<br />REFERENCE THE REINFORCE"ENT DATA TABLE IN THESE PlANS FOR \ ~ !
<br />ADDITIONAL DETAILS AND INFORMATION, '-......-/
<br />CCiNCflfrE
<br />
<br />1lI1NIMUllI 28 DAY COMPRESSIVE STRENGTH OF CONCRETE F'c = 3000 psI.
<br />CEMENT PER ASTM C-150 TYPE I,
<br />
<br />NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM
<br />C33. hlAXlMUllI AGGREGATE SIZE Of j".
<br />
<br />PROHIBITED ADMIXTURES: CALCIU'" CHLORIDE, THIOCYANATE OR ADMIXTURES
<br />CONTAINING MORE THAN 0,05" CHLORIDE IONS ARE PER"ITTED, ND
<br />ADIilIXTURES SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN
<br />ACCORDANCE WITH ASTIIl C494 AND ASTIlI CI57,
<br />
<br />1lI1NIMUhI CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS:
<br />FOOTINGS 3.
<br />SlAB ON GRADE , I"
<br />COLUIilNS 1 I"
<br />BEAIllS 1 l"
<br />WALLS 2"
<br />
<br />OOIlCi'ill (OON'T)
<br />FOUNDATION AND SLAB ON GRADE SHALL 8E CONSTRUCTED ON ClIAN
<br />POISONED FILL COMPACTED TO 98% OF ASTM SPECIFICATION D-698
<br />(STANDARD PROCTOR DENSITY,)
<br />
<br />
<br />DISCHARGE Of THE CONCRETE SHALL BE COMPLETED WITHIN I -2 HOURS OR
<br />BEFORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES
<br />fiRST, AFTER THE INTRODUCTION OF THE MIXING WATER TO THE CEMENT
<br />AND AGGREGATES OR THE INTRODUCTION OF THE CE"ENT TO THE
<br />AGGREGATES.
<br />
<br />WATER SHALL NOT BE ADDED IN THE FIELD UNLISS APPROVED BY THE
<br />ENGINEER.
<br />
<br />USE VIBRATORS FOR CONCRETE CONSILDATlON, PLACE VI8RATORS IN
<br />CONCRETE RAPIDLY TO PENETRATE INTO PREVIOUS LIFT BLENDING TWO
<br />u'YERS A,~D MINIMIZING OR EUMINATlNG TRAPPED AIR BETWEEtol CONCRETE
<br />AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO CO"E WITHIN 3"
<br />OF FORIll FACE. VIBRATORS SHALL BE 2-t TO 2-j" IN D!AMETER WITH A
<br />"INlllIU" FREQUENCY Of 10,000 IMPULSES PER MINUTE. USE AND TYPE OF
<br />VIBRATORS SHALL CONFORIlI TO ACI 309 "RECOMMENDED PRACTICE FOR
<br />CONSOliDATlOtol OF CONCRETE."
<br />
<br />~A TtR:ALS CRl "'tRIA
<br />
<br />I. A_L DMENSlONS Sl<OULD BE '<tRIFlED !N FIELD.
<br />2, Ail TUBE STEEL IS GRADE 36, SERIAL jlBMT A5oo8
<br />28077885 H-jN52250 06/17 /05 ~ADE IN USA.
<br />3, AU WBE STtEL !S '0 BE EPOXY COATED,
<br />4, ALL S1RUCWRE XilN1S ARE IIt:.DED AS SHOWN.
<br />5, TANKS SPl:CIFlED ARE MA.~UrAC1URED BY
<br />PIX Y-PROCESSING, ~ONROE, lA
<br />6, SPl:ClfICA noN Of TANK; SlNGLE TANK ?Ol ytTlm.ENE,
<br />4' P:lL YUREThANE INSl.I.A TlON. ~ASTIC WATERPROOf
<br />OOTER COATING, W ACCESS hA'Ch. :lEA S/S lIfTlNG HOOKS
<br />7, Ail INFORMA noN PROV1DE~ HERE SHOULD BE VERIFIED 'lIITH
<br />~ANUF AC TURER Of PRODUCT,
<br />
<br />CALCUU TlONS Of ICE CAPACIT'i':
<br />
<br />AREA Of ICE STORAGE
<br />R- 2'-8' H- 8'-~'
<br />A=22.4 SO FT C~ '6'.~'
<br />
<br />STORAGE CAPACIT'I Of 'CE C\)BES
<br />VOlUME - '65 CU FT
<br />2513 + / .POUNDS Of ICE
<br />
<br />R FAC10R~ R-7 PER !NCH X 4' ~ R-28
<br />
<br />IltIGHT Of TANK S
<br />TANK WITH 4' INSULATION = 400 +/- LBS
<br />
<br />'CE ~ACHINE
<br />~OOEl , 1000SllI W::IGH1~ 1660 LBS
<br />CONDENSER IYEIGHT ~ LBS
<br />
<br />lltiGHT Of STEEL
<br />TOTAL STEEl IYE!GHT = 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 WRiT!NG
<br />BY HIM SOLELY,
<br />
<br />6
<br />Dl
<br />
<br />! :
<br />Co
<br />
<br />FOUNDATION
<br />CD PLAN VIEW
<br />1 SCALE: '/4' = "-0"
<br />
<br />STA~DARD f;OCK ' LAP SPLICE
<br />-/-EMBED~XENTTSH-E)f---- -- -- /-
<br />
<br />:~r" --PIN DIAMETER
<br />REINFORCE~ENT DATA TAQBLE
<br />
<br />CONCRE"C:
<br />
<br />MASONR f
<br />
<br />BAR PIN
<br />SllE D',A
<br />
<br />H LAP SPl SH E H LAP SPl SHE
<br />
<br />13 2.25
<br />
<br />5 2' 575 6 18 9.25
<br />
<br />'4 3.0
<br />
<br />6 28 7 ,0 B 24 12,0
<br />
<br />15 3.75
<br />
<br />7 36 950 10 30 \5,50
<br />
<br />16 45
<br />
<br />8 43 1150 '2 35 18,50
<br />
<br />17 525
<br />
<br />10 62 13,50:4 42 21.75
<br />
<br />NOTE: TABLE BASEO C~ F'c-300pSI OR 60ksi, ACI 318-02, AC'530-02
<br />
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<br />LONER SUPPORT
<br />@ PLAN VIEW
<br />1 A SCALE: 1/4' = "-0.
<br />
<br />lNG SHALL COMPLY WITH
<br />BUlLD LlCABLE BUlLDlNG,
<br />ALLAPP UMDlNOAND
<br />ELEcrR1CAl;~ P60DES.
<br />MECHANICru-
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<br />SCALE: 1/2" = "-0'
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<br />FLANGE DETAILS
<br />SCALE: 1/2. = ,. - 0"
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<br />
<br />~OTES:
<br />, BOlT NOT SHOW"! IN O[:AIL A FOR CLAR!TY
<br />2, ALL TUBE STEEL CONNECTIONS .1.325 rX 2' BOL TS W / WASHERS,
<br />3 ALL WELDS rUNLESS CTJojERWISE NOTE)
<br />
<br />M10 TYPICAL JOINT DETAILS
<br />~ SCALE: '/2" = "-0'
<br />
<br />!CE
<br />
<br />MACHI"IE
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<br />@ MODEL 1000SSM
<br />12 SCALE: 1/4' = "-0.
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<br />
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<br />
<br />NOTES:
<br />1, SEE DETAIL ONE FOR !TEMS NOT SrlOW~,
<br />
<br />BUILDING SHALL c~~p~: WITH
<br />ALL APPLICABLE C1: " \.If
<br />C'I ("'\'\'.. "r \",rrs-
<br />ZEPHYRHILL,:"
<br />
<br />2'-'-
<br />- -,I-""----'-I'-
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<br />TOP RA!L AND M!D SUPPORT
<br />ri"\ PLAN VIEW
<br />o SCALE: 1/4' = 1'-0"
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<br />~~~~E~ ~~~~~~ 8\,,~V-1))
<br />BUILDING OFFICI A -~ D
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<br />--- v
<br />
<br />-------IS' XIS' X " PLA-E W/
<br />~'X 7' EPOXY ANC~ORS
<br />W/ LEYH!~G NG'-S
<br />
<br />- ORILL/EPOXY ATR W/ SI"PSON
<br />SET EPOIY
<br />--~-#3 Q 12 O.C, EACl1 WAY
<br />
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<br />LEVELING NUTS. HOT
<br />JIPPEJ GALVAN!ZED.
<br />
<br />REVISIONS BY
<br />
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<br />6000 PSI FINE
<br />NONSHRiNK GROUT
<br />
<br />15 CORNER BAR
<br />TYP EA. CORNER
<br />Of FOVNDA nON
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<br />
<br />_ _ --- ------ -
<br />Date: 01/22/06
<br />
<br />Scale:
<br />
<br />AS NOTED
<br />
<br />_/---- 1"- ~Q\JARE_____I'_
<br />I '_1'"
<br />-1 ---I'-
<br />I . - IS ,BAR
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