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HomeMy WebLinkAboutInspection Docs INDIAN FINES VILLAGE C®IIID®MINIC1Mrl �4 ASSOCIATION MAY 11 "91'ARCHITECTURAL. REVIEW COMMITTEE PER"NI1'TIi\-G SUBMITTAL FORM St. Lucia County, =L PLEASE NOTE THAT THE TURNAROUND TIME FOR APPROVAL IS 10 DAYS Date of submittal: -------2-27.2017 Name: ..........Catherine Hornby----------------------- Address: ---6040 Indrio Road__________________________ ------------------- Unit Number: ----T-4----- Day phone: ---------------------------- Evening phone: ------------------------- Details of request: —_Replace of front windows with hurricane impact efficiency window by Nu-south ________________________ ------------------------ _Bronze frame vinyl ----------------------------------------------------------------- ------------------------------------------------------------------ ------------------------------------------------------------------ Appropriate plans attached: ( ) Resident Signatur _ ---------------------- ARCHITECTURAL. REVIEW COMMITTEE DECISION Date: _(.l,3_" p a,— �O Approved: < Not Approved: ( ) Indi n ines Village Board of Directors Newb uth 2626 Okeechobee Blvd.a West Palm Beach,FL 33409.4006 WINDOW ONS MAY 11 20W, 561-712-9000.561.47&4100 fax Www.NowSouthWindow.com Lic#CRC-1330822 IN i!FtKidlt(a Rotiii H s S, LUciGo Atv FL Date if Q C 1' To ,.tl t jt , e;.� �'0Yt Elnail #��ar 41 #1 Ai 7 } Home Phone- i"70 Cell Phone City fy-- a __State_ Zip�L_ Business(Mr./Mr) Replacement Windows•Entry&Patio Doors•Storm Doors*Impact Resistant Windows&Doors WHOLESALE&RETAIL WINDOW CONTRACT 9' NewSouth Window Solutions agrees to measure,manufacture or furnish and service the following custom made windows for the amount STIPULATED BELOW: All NewSouth Vantage Series Windows include DotlMe Pane,Low-E glass with Argon gas,and 12 point fusion welded comers. All Vantage windows aresealed and vacuum tested for dorargon retention. cdaWmitwim wtn&w)❑Whhe Q (emart 0*) ISI ❑Tan Coioram fnmt pnitla$ LOW-E GLASS: ❑366 GLASwwal &GLASS OBSCURE GLASS❑YES TEMPERED GLASS OYES O ALL SASHES ARE ARGON FILLHOUT EXTRA CHARGE LOCATION LOCATION: o&Tanta e ❑ &Vanta 09()00 Single Hun g g g ganlage 9000 impact v other. Waxtrry DOUBLE HUNG E-VANTAGE O mwinril PATIODOORS EG (HALF-SCREEN STANDARD)oralSa"n / DimpactDnm-impact ❑Open PraireGrids SINGLE HUNG ARCH OR i SINGLE HUNGDIAtMCREEN) /� ktdkatesis.drawatroars rdim on 0510X6/8 179/0X6/8 I"pactanwompma of�deoutadelookhgln(OA 05/0X8/0 139/0X8/0 I LITE SODER E-VANTAGE ❑ ❑6/0X6/8 ❑12/0 X 6/8 tw(.wALF-SCREENSTANDARMQF„nSaeen ❑6/ox810 ❑1210X8/0 9000 SLIDER a ox oraxO ❑ a810x6/8 0161OX618 Ci 8/0 X 8/0 071610 X 8/0 i olltslrlaktoldrtpht oimpactaaaHmpxt PICTURE WINDOW VANTAGE IND SCREEN) aimpact anon-Impact- 3 PANEL PATIO DOORS C)Impact anon4mpact 3 LITE SLIDER WITH PICTURE W)NDOW CZ SCREENS) mdbote stmook draw snows for�Rctlon W dWe oubldeboldmgln a Impact a noo-impaa cwAguntion 4 PANEL PATIO DOORS t AWNRIGAHOPPER Dimpact antrAmpact F� t CASEMENT(osu) _,tE KWA _Mort HIIIGE autodesiammIwartats for dleclbndsikk i D6UBLEGtSEkiENT autsideiookfny)n 0111 /almpact anonimpna d HALF / l CI EYEBROW o QUARTER-ROUND Cl TRAP a OTHER IN U ROUND iil (DRAW IN SPACE) GRID STYLES ❑STANDARD 13 CONTOUR O BRASS!GOLD/PENCIL wasthlshomebuttprlorto19Tbl ayes UyntMawWenignednmsmthe cm&Jcnnofthe ❑Colonial ❑Prattle ❑Open Prairie NewSoutht*WSd Vftfk tKUMAddendun.Rhouwteasposthe for lead,an addalorW%S tterrwkWSwwlRbe added tothe ba1-- &yet'sslgnatme TOTAL NUMBER OF WINDOWS ON THIS ORDER: TOTAL DOORS: -Subject to NewSottth field engin ' g and approval. i Kiri{ PX� f R: ❑Customer agrees to allow New5turth to display a yard sign until 30 days after completion. TWOTFARS FREE IN IIONE SIAM BUYER'S RIGHT TO CANCEL Total price* $ I •• BUYER MAYCANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Dawn payment. + $_.��,. BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY Defy/CdhTmencement. $ 12�T USE THIS CONTRACT AS THAT NOTICE BY WRITING'I HEREBY CANCEL" Balance due upon final $ 1715--o AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE window/door Installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN ABOVE. o Bank Financing , Cash on Completion -z ENGINEERING , � r, �, ,EXPRESS , E k!}7 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Device Design Pressure' avl� iE PH:(954)354-0660 FAX:(954)354-0443 g WWW.ENGEXP.COM PER.0I-I-;ii; Wind Load Calculation Velocity Pressure (qh):ASCE 7-10, Chapter 30.3.2 SL Lucie Coimty, -=!- �-t ASCE 7-10 Chapter 30 WindLoads-Components and qh= 0.00 (qh=.00256 KR KzT Kd V2) Cladding 5th Edition(2014)Florida Building Code Site Information Design Wind Pressure(PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 Owner: DAVID & DANIELLE AIEVOLI h1560 ft. Max Positive Pressure(PMAx+) PMAx+ = gh(6G GCn ms + GCpI) Wind Speed 170 MPH Max Negative Pressure(PMAx-) PMAx-= gh(em GCpneg-GCpI) Exposure Category: C Velocity Pressure Coef.(Kh): 0.85 ft. ASCE 7-10 Ch.30.3.1 Table 30.3-1 - Directionality Factor(Kd): 0.85 Max Positive Pressure(PMAx+) PMAx+ = (qz GCppos) + (qh GCpI) Topographical Factor(KzT): 1.0 Max Negative Pressure(PMAx-) PMAx-= (q.GCppms) - (qh GCP) Structure Information Device Calculations:ASCE 7-10, Chapter 30,All Subsections Zone Tributary GCP+ GCP- Pmax+ Pmax Openings h 01! (a=3 ft.) Area (Ib/ft?) (Ib/ft2) ° e fEInternal (zone 4) ALL 1.0 -1.1 37.8 -41.0 1-3 End (zone 5) ALL 1.0 -1.4 37.8 -50.6 'rro' Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 15 ft. Roof Slope(A): Sloped Roof Slope Coefficient(6c): 1.0 = Min.Building Dim.(L): 25 ft. End Zone Distance(a): 3 ft. s'r 1.THISNFORMATION6NTENDED TOPROVIDE DESIGN PRESSURESFORTHE PURPOSEOFTHENSTALLATIONOFGLAZEDUNRS&OPENNGPROTECTION ASPROPOSEDMDPROVIDED BYOTHERSNOCERTIFICATION.MHER.1 '~ GORDONDIBATT,I O,P.E. ST ESSEDORMPLED,60FFEREDASTOTNEVALIDRVORAPPLICABLT'OFANYPROPOSEDSY WORCOMPONENT USED ALONG WITH THESEPRESSURES.ALL PRODUCTSSHALL BE INSTALLED N STRICTACCORDANGEWMH �:' Prepared in accordance With: VALID FLORIDAPRODUCTAPPROVALSANDMUSTMEETTHESEPRESSURESFORTHEGNENSRELMRATDNS FL PE$ ASCE 7-10.Section 30. Wind Loads-Components and Z'NOCERTIFICATgNOR REVEWMOFFEi FDTHATTHEPROPOSEDUNRSMELTANYEGRFSSREOUNEMENTSALLEGRESSESUESARETOBEAOORESSMWB EPERMR F4GCONTRACTORANDTHELOCALWLDNGOFFGW. p n J. END STRUCTURE 6ASSUMED TO BEADEOUATETO WRHSTAND THELOAOSMNSEO BYTH6DESDN ASWOfl KRE'LALESEX6TNG FRAMNG,OR OPENINGS DESIGNED AND CERTIFIED RYAN ENGINEER OFRECORD�EOR) Cladding TH E CONTRACTORSULDNG OFFC IAL VER FYTH AT THESUBSTRATE EXPOSED D U RING WORK 6 SOU N D FOR INSTALLATION OF THIS SYSTEM.F DEFGEN C ES AR E FOUN D N TH E DOSTN G HOST STR UCTURETH$ET GNEER 1/ g OR TH EEORSHALLBENOTFEDIIEFORECONTNUNG CONSTRUCTIONANDRESERVESTHERIGHTTORE-NSPEOTANDRE-V&UATEDESON.NOWMRANTY,EITHEREXPRESSEDORMPLED,ECONTPNED HEREIN - Q .n{■ 5th Edition 2014 Florida Building Cod 4.DMENSDNSARESHOWN TO LLUSTRATEOESON FORCESAND OTHER pFSDN CRRFAW HEY MAYVARYS CH LY,TO HEEX ENT HATTHEOPEJNGAREA6NOT5MALLER THAN S%OF HEISC NTA EO DES GN •�ty�/ li CONTRACTOR6TOVEHFYALLF DDN SCNSPRORTONWALLAMN. 5.ENGIN SEAL AFFD(5D HERETO VALOATEBSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECFCATONEM N BYCONTRALTOR.—LDNFIES&SAVESHARMLESSTH6 ENGNEER FOR ALL COST&DAMAGESINCLUONG �- ©2017E-Tetnpesr.com FEES&APPALATEFEESRESULTNG FROMMATFA PL FPBROATION,SY"TEM ERECTDN.&CONS RUCTDN PRACTCESBEYONDTNATWHCH6CALLm FOR BY LOCA,S ATEBFEDERPLCOD6&FROMDE01ATIO -HIS J ID:ilewsouth-PAIEVOLI 6.ENGNEERNGEXPRESGHI NOTV EDT SJOBSRENFORMATDNCONTANEDHERENEBASEDONCONTRACTORWPPLEDDATAANDMEASURFMENTSFNGNEERNGO RESSSHALLNOTBEHELDRESPONSBLEORLIARLEN pFALITHt18885 ANYWAY FOR FARONEpUSOR NACCURATEDATAOR ME6UflEMTNTSWORKSHALLBEFELD VEiFED PRDRTOCONSTRUCTON.EJGNEEflNG EXPRESBSHALL SENOTFERANDGNEJANOPMRTUNRVTOREEVALUATEOUR_ �4.� ', WOflKUPON D6COVEiYOF ANYNACCURATENFORMATONMORTOMODFCATONOFEX6TNGFELDCONORDNSANOFA EATONMDNSTALLATONOFMATERl4S _-_ -^,A/ ,.AISED ENGINEER.SEAL 05/30/2017 Page 1 of 1 T,MEPTASEXPRESSLYPROVIDED HEREN,NOAODIr1)NALCERTFCATONSORAFFNMATDNSPRENTENDEO. 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