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HomeMy WebLinkAboutENGINEERING Identification Schedule for Opening Protective Device or System MI. (The following minimum in formation shall be provided to facilitate plan review and inspection:of the proposed installation,opening,protective device or system) Address: 3000 HIGHWAY AIA UNIT 12D,FORT PIERCE,FL 34949 Type of Structure: PERMIT#• Dev. Device Device Opening Opening Shutter Shutter #Storni Anchor Header # Type Manufacturer Approval Width Height Width Height Bars Req. Spacing Reinf.Recl 1. Accordion Town & Country FBC 13757 72 120 8 116 N/A 7/10" No 2. Accordion Town & Country FBC 13757 49 61 55 63 N/A 12" No 3. Accordion Town & Country FBC 13757 72 120 82 1 116 N/A 7/10" No 4. Accordion Town & Country FBC 13757 746 120 760 116.25 N/A 7/10" No 5. NOT COVERED NOT COVERED No i Design Wind Pressure(PMAx+, PMAX-): h 69 ft. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(90 GCppos + GCpi) PMAx+ = gh(9D GCppos+ GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(Ge GCpney- GCpi) PMAx-= gh(6e GCpaeg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEERINGEXPRESS.COOM Device Calculations: ASCE 7-16, Chapter 30,All Subsections ENGINEERINGEXPRESS.COM P SIZ2 tEleuation PirE'a ^"PAIRaT tWind Load Calculation # ZoneqZ GCP+ _� , , )ASCE7-16Ch30WindLoads-Components&Cladding (tWrX.:H).._s; t) ) a,��w ,� Ib/ft ) :(Ib/ft2 ' 7th Edition(2020)Florida Building Code 1 8 x 116 Int 7 6.44 31.15 1.03 64.79 0.9 -0.9 43.3 -58.0 Site Information 2 55 x 63 Int 7 24.06 9.19 1.03 64.79 0.9 -0.9 44.2 -58.9 3 82 x 116 Int 7 66.06 31.15 1.03 64.79 0.8 -0.8 40.6 -55.5 Owner: JOHNSON, STEVE 4 760 x 116.25 Int 7 613.54 1337.04 1.03 64.79 0.6 -0.7 33.2 Wind Speed(VuLT): 170 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.46 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information Risk Category: III Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 112 ft. Roof Slope(0): Flat Roof Slope Coefficient(0c): 0.9 Min.Building Dim.(Q: 160 ft. End Zone Distance(a): 16 ft. Prepared in accordance with:ASCE 7-16. T.THISNFORMATIONSNTENDEDTOPROVDEDE4GNPRESURFSFORTHEFURPOSEOFTHENSTPLLATDNOFGLAZEDUNRS6 OPENING PROTECTION ASPROPOSED AND PROVIDED BY Richard Neet. [FL PE 86488] OTHERS NO CERTFIOATION,ETHER DPRESSED OR MPUFD,LSOFFERED ASTOTHEVALDITYOR APPUOABLTTYOFANYPROPOSED SVSTEMOR COMPONENTUSED ALONG WITH THESE Ch30.Wind Loads-Components&Cladding PRESSURESALLPRODUCTSSHALLBENSTALLEDNSTRCTACCORDANCEWrIH VALID FLORDAPRODUCTAPPROVALSANDMUSTMEETTHESEPRESSURESFORTHEGNENWE f Digitally signed S 7thEdition(2020)FloridaBuildingCode 2.UFATATION THIS DgcuMt'A'rIS,DGITALLY NOCERTFCATDNORREVEW6OFFEREDTHATTHEPROPOSEDUNIiSMEETNIYEORESSREOUNENBJTSALLEORESSEUEBARETOBEADDRES5EDSYTHEPERMIrTNGCONTRACTOR SIGIVEDB1�RYt NE PE. ANDTHELOCALBULDNGOFFCWL } 3.THEMOSTSTRUCTUREGASSUMEDTOBEADEOUATETOWIMSTANDTHELOADSIIPOSEDBYTHEiDESDN/SWORKREPLACESD1SIINGFRAMNG,OROPENNGSDESIGNED AND CERTIFIED 22.. by Richard W DesignPressurDASD(allowablestressdesign) BYANENONEEROFRECORD(EOR).THECONTRACTORRULDNGOFFCULLSHALLVERRYTHATTHESUBSTRATEEWOSEDDURINGWORKLSSOUNDFORNSTALLATION0THISSYSTMIF PRtI'TEtlEU)ESOEJHIS Wind Velocity IS VOLT(ultimate) DEFCIENCFSAREFOUNDNTHEE)WNGHOSTSTRUCTURETHLSENCWEERORTHEEORSHALLBENOTFIEDBEFORECONTNUWGCONSTRUCTIONANDRESERVESTHERDHTTORE DOCIIMENLAREINOT WSPECTANDREEVALUATEDESION.NOWARRANTY,ETHEAE)PRESSEDORN M.SCONTANEDHEREN. VASD=sgrt(O.6+VOLT) 1 TIMENSWFEREOOEWIGN.CON AC70RISTOVERFVAESANDUL OTHENGE05NSPRDR TO INSTALLATION. I:at151DERED 516NED&SEAC_E1) Neet 5.ENGNEERSEALAFFDGDHERETOV&IDATESSTRUCTURALDESONASWHOWNONLY.USEOFT MSPECFICATIONSYCONTRACTOR,eIaI.NDEMNFIES&SAVESHARMLESSTHISENGNEERFOR A6T"ESIGNATUREMUS't�BE-- \ ^� ©2021 E-Tempest.com ALL CDST&DAMADESNCLUDNG LEGAL FEES&APPFILATEFEESRESULTINOFROMMATERWLFABRCATION,SYSTEMEiECTON,&CONSTRUCTIONPRACTCESSEYONOTHATWHDHIS / �{ �Q� rDate._G021.05.27 CALLED FOR BYLOCPL,STATE&F EAPLCODES&FROMDEMATIONSOFTHSKM. VERIFIED ON'" �LE NIC pp 6.END EERNG EXPRESSMASNOTVSRED THISJOESTTENFORNATDN CONTAINED HEREIN GBAEDON CONTRACTOR SUPPUED DATAAND MEASUREMENTSENGNEERNO DFRESSSHALL --�'"� ID:allamertcanwpb-P853S - NOTBEHELDRESPONSMEORLIAMENINYWAYFORERRONEOUSORNACCURATEDATAORMEAAIREAENTSWORKSHALLBEFIELDVERIFED PRIOR TO CONSTRUCTION.EdGNEERNO GQP.IE$;'LAEY1L�i}�MOIt6%1T sJ I I �l E7UIRESSSHALLBENOTFMANDGMDIINOPPORTUNRYTORr EVALUATEOURWORKUPON DISCOVERYOFANYNACCURATENFORMATION PRIORTOMODFCATIONOFFASTWG FIELD ECALC.IOJD FA2161G15-23.004 I I� � 00 05/27/2021 COND I ONSAND FAffiiCATION AND NSTALLATION OFMATERNLS Page 1 of 1 ].EILEPYAREKEiESSLYPROVTDEDHEI6N.NOPDDOIONALCERTFICATIONSORAPFIRMATIDNSARENTEND®. V'1LIU FUH 1 JOB ONLY 'ALTEAAIpNSA00fiIONSOROTHER IURKWGSTOTI GDOCUMENTARENOTPERHTTFD AND NVAUDATEOUR CERTFCATION• ( )