HomeMy WebLinkAboutSET UP-INSTALLATIONIAA/ _r ._'-Z A
FROM ELEVATION
RIGHT SIDE ELEVATION
REAR ELEVATION LEFT SIDE ELEVATION
GFNERALNOTES
1. THESE PLAINS BELONG EXCLUSIVELY TOTHESTRUCTURE, INCLUDING MAIN WIND FORCE RESISTINGSYSTEM MWFRS). COMPONENTS AND CLADDING(C&C), AND BASE RAILANCHORAGE
COVERAGEOFTHE BDNFORCEDSTEEL:
OTHER DESIGN ISSUES, INCLUDING BUT NOTUMITED TO PROPERTY SET -BACKS, ELECTRICAL, PLUMBING, INGRESS/EGRESS, FINISH FLOOR SLOPESAND ELEVATIONS,
OR OTHER LOCALZOMNG REOUIREMENTSARE THE UASIUTY OFOTHERS.
MINWOR CONCRETE CMER OVER WE REINFORCED STEEL MRS miHEFOUNDATIONS WALLBE:
SMCHES WIIERETRECONCRETE M POURED AWINSTAND TEMPORARY INCONTACTIMM THEFARTH
OR UNPROTECTED FROMMEEARTH ORVFATHER.OTHERWISE 14CINCHES. REINFORCED BARS
2 THESE STRUCTURES ARE ENGINEERED AS NONIUBITABLE STORAGEMILITYSTRUCTURES(RISKCATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
EMBEODEDWGROUTEOCEUSSHAURAVEAMMUM DISTANCE OF IMINCH FORIIHE WOW
AND UVEAND WIND LOADS. UPGRADES NOTSPECIFlCALLYADDRESSED HEREIN, SUCH AS WINDOWS. DOORS. OR ANOTHER COMPONENTNOT LISTED W THE FLORIDA BUILDING
OR WICH FOR COMES GROUT USTMER RENFORCED BAREAND PUZOFTHECELL
COOEAPROVED PRODUCTLIST.AND NOT PROVIDEDAND NSTALLED BYCAFPORTS ANVWHERE,INC., WHICH CAUSE ADDIPPONALLOADS ONTHE STRUCTURE SHALL BE ATTIRE
REINFORCED BAHSMVLEMENTEDW THESTONEWORKSHALL HAVEAMASOMRYCOVER 2DICHES FOR
OWNER'S RISK. FLORIDA ENGINEERING LLC, SHALLNOT BE RESPONSIBLE FOR FAILURE OR STRUCTURAL DAMAGE DUE TO THE EXTRA LOAD.
NOi0NvgEOTo l�11E FMOS PHOOSEDTOT E EARTH OR VMTHER 14rz INCHES FOR SWNEWOM
3. AU_C&C SHAL.BE INSTALLED ACCORDINGTO THEMANUFACTURERS MANUALS AND INSTRUCTIONS.
HEINFORCINGSTEEU
4. PFUMBNG AROUND ROLL -UP DOOR OPEMNGS SHALL BE I2GATS POSTSAND I2GA TUBE STEEL(TS) HEADERS CROSS ECTION MATCHING IRE REMAINDER OF THE BUILDING FRAMING.
ME REBNFORMOSTEELSHALLBEMWWRM GRACE 04
ONCR E
S. PILSTEELTUBING SHALL BE 50 K61 GALVANIZEDSTEEL ALL FASTENERS SHALL BE 2INC COATED HARDWARE
coxCflETESXALLIMVBAMIrvMUMSPECL ZDCOMPRE55NB SIRENGnl oF2EMvsI.
6. CONCRUESHALLHAVEAMINIMUMCOMPRESSIVESTRENGTHOF250BPSIAT28 DAYS.THEREINFORCING 6TEELSHALLBE MIMMUMGRADE40. CONCRETE SLAB FOUNDATIONS
GM.vMDAnOx:.
SHALL BE REINFORCED WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC COMPLYMG WITHASTMA IW OR WITH MIMETIC FIBER REINFORCEMENTCOMPLYING WRHASTM C1116.
WEE%IFNORWALLCONMUCnONW'!AETALACCESSOREBTHATDOMRAVEDIRECTFYPOBINGOFWHETTERSHALLBEGLLVANVED
7. ALLFlELDFRAMMGCONNECTIONS SHAU-BE212-141 L4' SELF DROWNS SCREWS WITHOUFCONTROL REAL WASHERS.AIL SHOP FRAMING CONNECTIONS 6HALLBEWEL➢ED.
ACCWDWGTOASMAA1E3.Cusssx WRE,BOLTS,PNMCONNECTORSMDxNWWOSEDDw TOTREWFATHERSHAX
BESTAINI MSTEELoRHOTNPPEDGVUM ED.
8. POSIDRAFTER BRACINGBRACE ON EVERYPOSTIRAFIERCONNECTION, EXCEPTFORENDWALLSANDGABLE ENDS.
REWFORCEMERTMAY BE BEM N ME FIEWOR EHOPASWNG AD:
9. CONCRETEANCHORS SHALLBE I2'x51LLWEDGE(12'x STAPCONLDTONOTHER)ANOHORSOR EQUIVALENT.
1.msBENTCOW;
10.SLAB FOUNDATION SUBGRADE SOILS SHALL BETERMNETREATED ANDCOVEREDWNH B MLVAPOR RETARDERPERSECTIONMIBA OFTHEFLORIDABUIUDMGCODE, 6IXTHEDITION
2RONFRCEMENTPARTWLYSMSEDOEDN CONCRETE SRALLNOTBE FEND BENT:
OF2000PSFI6AS6NAE0.SECM)N 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION(2017)-BUILDING.MINIMUMALLOWABLEFOUNDATION SOILCOWACTBEARING PRESSURE
&THEMANEIEROPTHE BEND, MEASUREDONTHEWSIDEOFTHE BAR. ISNOTLESS MAN SDI NANETERS.
EXCEPTIC
11. 14GAFLWAING152-12-x2-W? BESTEEL(TS).NIPPLESARE2-1/4'x2-1/4-TSFOR14GAFRAMING.I2GAFRAMINGIS2-IlCx2-1/4-TS.NIPPLESAREYxTTSFORI2GAFRAMING,
EXCEPTASNOTEDINNOTE4ABOVE
WHERE SENDINOIS NECE55ARYTOAUGA DONELBARSWFIHAVERTCN.CELLBARS PARMLYEAREDOED IN CONCRETE SPALL BE
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APPUCABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE. M EDITION SPECIFlCALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAP ER25WOOD.
2. ASCE 7.1 D. & SEW
3. ADS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACIMB CONCRETE REFRENCE MANUAL
S. PCI PRECAST& PRESTRESSED CONCRETE
6. AA ASM 35 &AA ADM 1
WIND LOADS:
1. BURDING OCCUPANCY CATEGORY. PARAGRAPH 1604.5 & TABLE
2. BASIC WIND SPEED. TABLE 1609C. STATE OF FLORMA DEBRIS
,1
PRODUCTCATEGORY
SUBCATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL
ROOF DECK
CARPORTS ANYWHERE
HAMPTON RIB ROOF PANEL
FL27402
COMPONENTS
OVER OPEN FRAMING
08/152018
CARPORTS ANYWHERE
FL27403
STRUCTURAL
STRUCTURAL
RESI4AP SIDING WALL PANEL
08/1512018
COMPONENTS
WALL
OVER OPEN FRAMING
EXTERIOR
SWINGING
ELIXER DOOR AND
FL17996.5.R1
DOORS
METAL COMPANY
0129/18
SERIES 407
NOV 2 8 [018
SCANNED
BY
St. Lucie County
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OCCUPANCYGROUP:
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CONSTRUCTION TYPE:
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PARTIALLYOPEN
RISKCATEGORY.
I
ULTIMATE WIND SPEED (MPH):
150
NOMINAL DESIGN WIND SPEED (MPH):
116
WIND EXPOSURE CATEGORY:
C
MEAN ROOF HEIGHT (FEET):
19.75
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSF):
ROOF:
ZONE 1:
+18/-28.6
ZONE 2:
+18/49.7
ZONE 3:
+181-73.5
DESIGN ROOF PRESSURES:
+181AI.6
WALLS:
ZONE4:
+311/d3.8
ZONES:
+31.2/41.8
DESIGN WALL PRESSURES:
+31.21-35.6
SWINGING DOOR:
+31.21J3.8
ST. LWE CC?t1N1' a` ME DIST5157
FIRE MARSHALS 0 VICE
REVIEWED AND AF R
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DATE:
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RISKCATEGORY:
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ULTIMATEWINDSPEEG(MPH):
150
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NOMINAL DESIGN WING SPEED (MPHI:
116
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WIND EXPOSURE GTEGORY:
C
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MEAN ROOF HEIGHT (FEET):
19.75
U SS
REAR ELEVATION
LEFT SIDE ELEVATION
ROOFANGLE(DEGREES):
14.0
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DESIGN PRESSURES(PSF):
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ZONE 1:
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ZONE 2:
ZONE 3:
+11.5/d1.7
+14,149.7
OR OTHER LOCAL ZONING REQUIREMENTS, ARE THE LIABILITY OF OTHERS.
3INCHESw E THE GONCRETEIS POURED AANN3TANDTEMPORMY IN COWAOTVAIH THE SANG,
OR UNPROTECTED FROM THE EARTH ORWEATHER OTRESMSE 1.1UMME, PORFORCED GAS; �
DESIGN ROCF PRESSURES:
+11.5 /-25.8
2 THESE 6'TRUCTIJRE6ARE ENGINEERED AS NON HABRABIESTORAGEAfRRYBTRUCIURES(RISKGTEGORY IJ CAPPBLE OF SUPPORTING DEADLOAD THE SIRIlLT1RE
EMSE➢OEOWGROUIF➢cF1185wuxnVEAMmMUN gSTwCE OFI...FORFOA:GROUF
O0. IR INCH FBR COARSE GRO V T DEM£H RER60RCF➢ B.ARb AND RAVE BF THE "
WALLS:
+20.5 /-22.7
AND UVEPN04MN0 LOADS. UPGRADES NOT 6PECFlCgLLV/DDRE65ED lEREW, SUCH AS V.gNDOV5,000R6.OSANOTIIERCOMPONEMNOi DSTEDWTHE FLCRIDA BUILDING
WC, WTHICH GUSEADORTIONAL LOADSON THE BIRUCTURE SHALL BE ATTHE
REINFORCED eNlsnMLEI.ENIFD INTHEsfaNEwawcsWVLHAVEAMAVONRYCOVER2WCHESFai
ZONE/:
+20.51-22.7
LODE ARROVID PRODUCT DSf. ANO NOT PROVIDED ANONSTAl1.E0 BYLARPoRTB ANWNIERE
OWNER'S RISK FLORIDAENGINEERING LLC, SHALLNOT BE RESPONSIBLE FOR FALURE OR STRUCTURAL DAMAGE DUE TO THE EXTRALOAD.
MASONRY LINTS WITH FACE EMPOffD TOTHE EARTH ORWEATNER 14G INCHES FOR STOMAA)RK
NOTEAPOSEDTOTMINEATHEROREaTL
ZONE 5:
DESIGN WALL PRESSURES:
+20.51-22.7
3. ALL CLC SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS MANUALS AND INSTRUCTIONS
RENFORENO STEEL
SWINGING DOOR:
+26.2 /-283
4. FRAMING AROUND ROLLAIP DOOR OPENINGS SHALL BE I2GA TS POSTS AND I2GA TUSE STEEL(TS) HEADERS CROSS-SECTION MATCHING THE REMAINDER OF THE BUILDING FRTMING
RIERHNFGRNNSSTEELSFIAU.M 4FMJA RADEm
CONCRETE:
ROLL -UP DOOR:
+21.71-23.7
5. ALL STEEL TUBING GRALL BE SD KSI GALVANIZED STEEL ALL FASTENERS SHALL BE ZINC COATED HARDWARE
CDNLR EIE 31 W 1 H4YE A MI W M1M 6PE19FIED CBMPRES6M1£ 6RiENGTX OF £LU M.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25M PSI AT 28 DAYS. THE REINFORCNOSTEEL SHAH BE MINIMUM GRADE 40. CONCRETE SLAG FO)NDATIONS
GALVAVUARGN
SHALL SE REINFORCED WITH 645-W1 AXWt.4 WELDED LIRE FABRIC COMPLYING WITH ASTM A 185.OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTIR C111S
TXE Ez1EGO WPIl CONSTRUGOOF!WITH METAL ACCESSORIES TIWT DENT HAVE EFFECT EMPBSWD OFWXEG RN4LLL DE WLVAROM
7. ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14 A31V SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SWV.L BE WELDEO.
ACCORMNG TO ASTM A FIR, CLASS S2 EGRESS, BOLTS. PLATE CONNEETORB AND WITS EXPOSED MRERYTO THEWFATNER sxN1
BE STAINLESS STEEL O R XOT gFPEo GN.VAIYEFD,
& POSTARAFTE3 BRACING: BRACE ON EVERY PoSTA7AF7ER CONNECTION, IXCBPi FOR ETD WALLS AND GABLE ENDS
REINFORCEMENT MAY BE SORT IN THE REM OR SHOP AS LONG As:
9. CONCRETE ANCHORS SHALL BE 10 A 5 IW WEDGE (IX A 50 TAPGON LET ON OTHER) ANCHORS OR EO4NALENT.
1.RISSENTCOLD,
10. SLAB FOUNDATION SUBGRADE SOILS SHALL SETEUMITE TREATED AND COVERED WITH S MIL VAPOR RETARDER PER SECTION R315.1 OF THE FLORIDA BUILDING LODE, SLOTH EDITION
LRENTROEENI FM YEMSOODED IN CONCRETE SHALL NOT BE RED BENT:
(2017)-RESIDENTIAL. AND SECTION 1816.1 OF THE FLORIDA BUILDING OOZE SIXTH EDITION RM7)- BUILDING, MINIMUM ALLOWABLE FOUNDATION WR CONTACT BEARING PRESSURE
LTHE Dw.FTER OF THE BEND, MEASURED ON THE IN&OE OF TNESAR IS NOT LESS THAN SGOAR laNRMSE,
OF2DOOPSFISASSUMED.
E CEPnoa
11. 14 GA FRAMING IS SIlC x2441TUBE STEEL (IS).NIPPLES ARE 2-I1Vz14/4-TS FOR 14 GA FRAMING. 12 GA FRAMING IS a1/d'x2-1/4•TS. NIPPLESARE2-zYT5 FOR 13 GA FRAMING,
WRUFFTENDINOI
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DESIGN FjIC�R� IA15
APPLICABLE CODES REGULATIONS L STANDARDS:
1.711E 2017 FLORIDA BUILDING LODE, 6TH EDITION SPECIFICALLY
CHAPTER 155TRUCTV RAL N DESIGCHAPIER20 ALUMINUM 8
CHNTER23 WOOD.
2. ASLE 7-10. L SER
S NC 3NATIONALDESIGN SALE ANUA FOR WOOD.
4. ACI]18 CONCRETE ST RE S E MANIAC
S. AAASM3ASTLP(NEBTRESSED CONCRETE
S. MASM ]S LAAADNt
WWDLOADS:
1. BUIDNG OCCUPANCYCATEGORY, PARAGRAPH 1604.5 L TABLE
2 BANG WIND SPEED,TAPo z 10O9C, STATE CFFLORD&DEBRIS
REGION A BAGCYMND SPEED, PARAGRAPH 1B09.3.16TABLE
E 09t75/207
FRLDUGT CATEGORY
GLIB CATEGORY
MANUFACTURER
APPROVAL
No. 8 DATE
STRUCTURAL
ROOF DECK
CARPORTS ANYWHERE
HAMPTONRIB ROOF PANEL
FL27d02
COMPONENTS
OVER OPEN FRAMING
OB/15/2018
CARPORTS ANYWHERE
FL27413
STRUCTURAL
STRUCTURAL
REST -LAP SIDING WALL PANEL
O8/75278
COMPONENTS
WALL
OVER OPEN FRAMING
EXTERIOR
DOORS
SWINGING
XER OR
METAL COMPANY
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