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HomeMy WebLinkAboutSUBMITTED PAPERSr DATE: I RECEIPT:R71 IS I PERMIT NUMBER: e J PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION p 2300 Virginia Avenue CA Fort Pierce, FL 34982 SCq (772) 462-1553 8t B �NFo APPLICATION FOR REPLACEMENT OF �4C/E? COUn WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS ty & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 1 01 0 P 5' _ �. 2. PARCEL ID NUMBER: (s\k' Sly m a) 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: StJ5 r1K L Z T7,µ. Qkct C-'AF-t&-j A00" 9 on 4. TYPE OF STRUCTURE: SFR IK MOBILE HOME 5. OWNERS INFORMATION Name: b o aS FD W A R 6 5 Address: l oZ O k S O GC-; b'2 L-T- `t 05 City: �E^rj�� R <Xt State: L Zip: a K 1 6 7 Phone: Email: 6. .0) lD n OTHER N CONTRACTOR'S INFORMATION p Cn FL Reg/Cert#: CSC t S 0 ((�( :3 0) (D County Cert #• Business Name: tm4r-S ff ar.-Lr Ccn. S rrC Q Phone Number: -5'6 Email: P �'(! .mac { ►+L�rtlE [a6 �cr ►wlG • Gam. COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR & 0 MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 3 3cr0 FEES DUE: I o 1. o o OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct compliance with all applicable laws regulating construction and zonin . PRINT OWNER OR CONTRACTORIQUALIFIER NAME STATE OF FLORIDA, COUNTY OF�r ACKNOWLEDGED B S 17 *DAY OF SIGNATURE OF TITLE: NOTARY PUBLIC SIGNATUREi014%0W.I YR OR BY will be done in ALIFIER UCED AS IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY SEAL COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. pwuua �o 'nHv p�e,V' MITC a Notar H BOCOOK ?' • ; M Y Foblio State of Florida =, mm. Ex i 7, r �� �� �;,';;:�'•• Commission res Mar 2016 Bondel "roughti EE 176869 National Notary Assn ,Name Address Interest In ro Name. and. address of fee simple titleholder (If differentfrtim Owner listed above)i ^ Lender Nahie FILE : 3937953 0.312612014 . —, .. , ?honeNurirtier: # OR800K3615,PAGe:2312 231Z 066Type NC 3 Len _e, s addressc RECORDING: $1400 6 . Persons.within the;State of Flor)da,designated by Owner:upon whom. rioEices or otN . 7L3;1 (11(a)7.; Florlda Statute;. Name: Phone Number: .Address: ._ . In additianto himself ar herself, Owner:designates of'.. to receive a colt' cf the Oenar's"Notice as:proYlded lrt: c `on 713.i3(1)(b), FloktdaStatiites. Phone number. ifperson or entity "deslgnated by :a ner:. Expiration date of notice -of commencement: ",(the expiration date may not be before:thercampletion :of construction and:final paymenC,to; the ,h..'• cori.tractor,,but,wiii',be.i.ygor from the date of'recordingunless a;;itiferentdate is specified) WARNING 1,O"OWNER :ANY PAYMENTS"MADE BY THE OWNER AFTER THE'EXPIRATION OF TH•E;NOTICE OF COMMENCEMENT ARE•CONSIDERED' IMPROPER PAYMENTS UNOER'CHAPTER 713; PART I„SECL(ON 7]31x3, FLORIDA STATUTES; AND ;CAN RESULTIN YOUR PAYING TW)CEFOR. IMPROVEMENTS TO°YOUR, PROPERTY. A NOTICE OF COMh IENCEMENT Wkll! RECORDED *-POSTE' ON THE JOB SITE BEFORE THE FIRST INSPieCT10N. IF YOU INTEND TO OBTAIN' FINANCING, CONSULT WRIT YOUR>LENDER.',6"N ATTORNEY:BEFORE'COMMENCING,.WORK.OR RECORDINOYOUR`NOTICE OF COMMENCEMENT. ';Under penalty of perjury; I declare that I have read the foregoing notice of Commencementand that the facts-siated::therein areanre to the"best of my knowledgvand belief. , (SliProture of Owner or Lessee; or.Owner `s.vr. Lessee's Aethorized OfficerJDirector/Pa tner/Manager (Signatory's Title/Office) ABC -'- e*i/`'°'w► The:fo►egoing instrument was acknowledged before me,th4-2, dw6f, 2 A- . , 20� �� By. ,i►rrlrg,D.f' as +✓ �Tri►+"� '' ' .. B�✓ « for • ti� Name of n TYRe of authority (e g,officerwsteel Party om on;tiehaif o whIrutrumerit Was execuUed Personally known,or produced Identification r of N P c State of Floridaj ` ^>+ Type of Commissl6n i ` ed,N nre of Notary Public) " rod • " Type of tdentifkation p � aced �'",,s'iY•*•k 4;i;3t �,.: *'�,vs . a _ W �rik.�%tt� 4 ,„, f} ... C®PI "f I INSTALLATION SERVICES CUSTOMER CONT,REACT- MWORK- INT/EXTIPATIO DOOR r' co M an tL Il A A ct rn rn tom• 'cam tom-. tom. �� Lt?WE'S OF JEtU.SEN F3F:311:H, FL, ST+•JFiE 4 703 100 NORTHWEST FEDERAL HWY ENSEN BEACH, FL 34957 STORE PRONE: (772) 692-774.5 SALESPERSQ L^C & d u?,vi SALESPERSON ID4aQ: - j'S"j, s-- t'}ocument Print Date : D2/28l2014 r This is only a Qtrtrte for the merchandise and serviceu printed below. This beconws an afire-ement upon payment and issuance of a Lowe's receipt, upon which lite entire agr� ment, including the sp diraaliy completed pages oh this document, the Terms artrl Conditions included with this document, the applicable portion(s) of Lowe's receipt, and shy other addenda or attachments hereto, shall be ruterred to herein as this 'Contract ' Lov Ws RagIstrrtiorr or Contra&or License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 Custrxner Name 1-lame Phone S EDWARDS I30NALD 41"29-3145 ---- 0 Customer Address (Aker Phone: 10701 S OCEAN DRIVE, 4W5 L, City State i Province Ap / Postal Cade D JENSEN BEACH FL 34957 installation Addimm, T 107D1 S OCEAN DRIVE #905 1 tnstailaliVn City Installation State/Province Instailatio7 Zip/Postal Code !I 0 .JENSE14 BEACH FL i-1957 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 34531 : PRODUCTCODE : SOS -- SOS RB PAINTED HURR SM EG DFAB : HURRICANE DOORS SINGLE UNIT, FULL LITE CLEAR: : DOOR FABRICATION SERVICES INC - 07Y 1 35&13 : PR0DLJCTCGDE : SOS: SOS RP.. PNT/PNT HURR SM EG DFAB : HURRICANE DOORS SINGLE UNIT, ELAN 4 PANEL: DOOR FABRICATION SERVICES INC; - Q-iY 1 ___ Mateerials Price $ 2478.04 0 ry C> M C] 4- Stare 703 Project No. 403436092 for EDWARDS DONALD 0 CIO INSTALLATION DESCRIPTION Page 1 of 7 A3- 00 M L11 110 01 01 10 Ln A A C\j M Ln r__ 4\1 0ti to (I-- 41 C_ CL Stock or SOS: SOS Door Type. Exteror Select Location: Front Door Select New Door - Single Pre -hung Number of Doors to Install : 2 Side Lights or Transoms : No Hardwood (Mahogany or Oak) Door: No Hidden Damage Description: None Number of addhional holes bored for accessories: None Install Specialized Mortise Hardware: No install Storm Door: No Lead Safe Practices: No To —al Linear Feet of Custom Trim to be Installed : 0 Deliver Door : No Customer Understands Scope of the Project , yes Permit Required: Yes Who Will ot)tair. Permit: Third Party Permit Pee: Yes Additional Miles Traveled over 20: 0 Briny Up To Code Description . None Local Disposal Fee None Describe Other Work Needed -. Additional labor for disposal and impact Other Work Charge Yes Comments : front door and back door Additional Specifications: Notation: Lowe's will not make structural modifications, pant or stain or removelreinslall security system equipment. Customer is responsible to advise if prop- erly is governed by Historic Disiric! Viequial;:Qris. Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right. Important Lead tlazard Information for F.�zmAes, Child Caro Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure frorn renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where In- stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in and to tie photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and pubfish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, inciuding, but not limited to, marketing, advertising, publi- city, flimtration. training and Web content. By initialing here, Customer agrees to the foregoing. [Customer to initial to the left]. NOTICE TO CUSTOMER - PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include more Golds than actually will be installed based on the measured square footage of The Project Area. As a result, the parties agree that the lump -sum Price stated in this Contract is call ;ulwod upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill 1hecontract (including waste). By signing this Conlracl below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once the installation Services are performed., NOTICE OF ARBITRATION AGREEMENT This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVEUPTHE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customers rights will be determined by a NEUTRAL ARBiTriA,rOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbilration procedures are SIMPLER AND Store 703 Projec! No. 403416092 for EI)WARDS DONALD Page 2 of 7 ry ra. co rn rn 10 v� w kn Ile) rrt r.rr cv t^,.t ram.. r� s.n L n. 1 STORE COPY monr LIMI D THAN RuiaS Al't'LIC. BLF Arbitrator decisions are Tis enforceable as any court order an are subject to VE13Y LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the .Wcfion titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL. CHARGES OF ALL MERCHANDISE AND SERVICES whereaplka_-jble sue-T©TAL $ 3390.2 'TAX $ 0 DELIVERY S 0. ORDER TOTAL $ 3390.2 BALANCE DUE tNerh is to commene) upon reasonable availablity of Contractor which is anticipated to be. ........ _.. _ ..... ................... _[fill in datci. E2stirroWd rampleticn dale s..._..._. __._..........._� _._._...._......_.__.---. hit' in date). NOTICE TO CUSTOMER EMI itQ ligi�d jr1 tl~t5 rpntra�t anrj ;r�a�ifiCziligt� cl inntrcl ,errs to tin inhtF31je �Jr�dar rr�n +itirins argrend upon all 0me n' purchase ar-rd at !ne pnoo appearino, on this contract form. This assumes sound existing substructures. superstructure and points of attachments. Extra labor or material incident to installation neressilated by detective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to Custom- ur, DO NOT SIGN THIS CONTRACT uNin coMPLETE AND YOU HAVE REAL) 'THE TERMS AND CONDITIONS OF THIS CUNfRACT. BY SIGNING SEI...OW, YOU ARE ACKNOWt...EDGING THAT YOU HAVE READ. UNDERSTAND AND AGREE TO THE TERMS AND CONDITION 5 SET FORTH ON THIS CONTRACT . YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS .A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL, IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE. YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY, Store 7Q3 proiect Nl . 4034W197 for EDWARDS DONALD Page 3 of 7 WITNESS OUR HANDS) AND SEAL(S) BELOW THIS —DAY OF__.�.; 20) Lowe's Home Centers, L.LC By: Name: (Seal) STORE COPY If A at any time prior to midnight on the third business day after the date of this transacti,011. See the attached Notice of Right to Cancel for an explanation of 4� r— this right. C". 0_ Store 703 Project No. 40343"2 for EOWAIRDS DONALD Page 4 of 7 C\J 2014-03-07 15:02 'Irt75 7726927532 » 5617996538 P 2l2 Y Florida Building Code Online - , Page 1 of 3 r u3x s�, � t� & .h „�rpz � ""�" �;�'ia`i7` �y'`,��z`al §„� �''t �,�"'� „r � �,.,.. ,.q,,. .,�■� �sy tP}�a.�".a' a _.� R-�r"y -c5ii' ° "ii�'� �" ,�,,'ry'`n,:'i'�e . ti si.'¢9•.s s +< a t t�a.�.�b:a...�.sh.�'.,.TS. a'olaix•: - .'�, ? .S.P..3^i'sws�saw.:,4a�'e isas..,i�..�£tx� m•6k..�Y: - .,, x L'v_-:vim.,.:.._. . BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Bus ines�{i' ; 6 t Approval Professional s' PS R: ubicUser Re,"u. � Si +_^.dur.t Meng > Product o- Acnlitr;nnn Search > Annlic-P.Holl ! ist > Application Detail -`s" FL # fL4334=R6 .;� '.01, Application Type Affirmation Code Version 220 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com "Ied6 •Door. Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/ 17/2014 Florida Building Code Online Page 2 of 3 Date Approved Summary of Products 02/13/2012 t FIL iModel, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - Impact 6'-8" Opaque I/S and O/S Single Door Rated Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes F1.4334 R6 C CAC NIC05930.01.PDF - Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 ! Design Pressure: +70.0/-70.0 Installation Instructions ! Other: Evaluated for use in locations adhering to the Florida Building FL4334 P6 II FL0120.::df i] Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Lt I Buildings and Other Structures, does not exceed the design pressures Evaluation Reports ! ! listed. 3'-0" x 6-8" max nominal size. Hurricane protective system is FL4334 R6 AE 504A.odf �! NOT required. See anchor detail DWG-MA-FLO120-05 for additional Created by Independent Third Party: Yes i information. 4334.2 Fiberglass Side -hinged Door Units - Impact 8'-0" Opaque I/S and O/S Single Door 'F � Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 Pb C CAC NI005930.02.P_= i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4334 R6 11 FL0121.2df Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, `requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: i Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is F14334 Po AE S03A.od ' !; NOT required. See anchor detail DWG-MA-FLO121-05 for additional Created by Independent Third Party: Yes information. j 4334.3 Fiberglass Side -hinged Door Units - Impact 8'-0" Opaque O/S Door w/ or w/o Sidelites Rated Limits of Use Certification Agency Certificate _ Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 i Design Pressure: +55.0/-50.5 Installation Instructions i Other: Evaluated for use in locations adhering to the Florida Building FL.4331 R_6_S€=I.Oi=_! o0f Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is FFI.A334 R6 AE 501A.cc' j NOT required. See anchor detail DWG-MA-FLO121-05 for additional Created by Independent Third Party: Yes !! information. 4334.4 Fiberglass Side -hinged Door Units - Impact 8'-0" Opaque I/5 Door w/ or w/o Sidelites Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 •r_' CAC N11005930.0-:.PDF a ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions GI 'FL012Li2!f Other: Evaluated for use in locations adhering to the Florida Building FL4334 P6 iI Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Parry: I; Buildings and Other Structures, does not exceed the design pressures Evaluation Reports `listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is FL4334 R6 AE S01P..od` NOT required. See anchor detail DWG-MA-FLO121-05 for additional Created by Independent Third Party: Yes I � information. I! 4334.5 Fiberglass Side -hinged Door Units - Impact 6'-8" Opaque O/S Door w/ or w/o Sidelites !� Rated r Limits of Use Certification Agency Certificate �! ! Approved for use in HVHZ: Yes FL4334 R6 C CAC i,jIC059?0.0I.PDF ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 i Design Pressure: +55.0/-50.5 Installation Instructions ! Other: Evaluated for use in locations adhering to the Florida Building LLA35 �R6 11 *L0120.rdf Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, I ' requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports j listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is FL4.,341 Ro AE 502A.urf NOT required. See anchor detail DWG-MA-FL0120-O5 for additional Created by Independent Third Party: Yes r ! information. p l I4334.6 Fiberglass Side -hinged Door Units - Impact 6-8" Opaque I/S Door w/ or w/o Sidelites Rated l i Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4334 a-5 C C.aC Nff:05930.01-I'DF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4324 R6 ?1 FL0120: cd! Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, l requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: ! Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is FL4334 R6 AE 5024k.ndf - j NOT required. See anchor detail DWG-MA-FLO120-05 for additional Created by Independent Third Party: Yes information. 4334.7 Fiberglass Side -hinged Door Units - Impact B'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Rated i Limits of Use Approved for use in HVHZ: Yes ! Approved for use outside HVHZ: Yes ! Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building i Code including the High Velocity Hurricane Zone, and where pressure Certification Agency Certificate FL4334 R6 C CAC NI0059"G 04.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 P6 - FLn12Lpgf Verified By: National Accreditation & Management Institute, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/ 17/2014 Florida Building Code Online , Page 3 of 3 Irements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: ings and Other Structures, does not exceed the design pressures Evaluation Reports I. 12,-0" x 8'-0" max nominal size. Hurricane protective system is FL4334 R6 AE 501A.Ddf required. See anchor detail DWG-MA-FL0123-05 for additional Created by Independent Third Party: Yes ;14334;8_Ll IFiberglass Side -hinged Door Units - Impact 16'-8" Glazed I/S and 0/S Door w/ or w/o Sidelites -imits of Use Approved for use in HVHZ: Yes Approved for use.outside HVHZ: Yes Impact ResistaAt ye Design Pressur : +60.0/-50.0 Other: Evaluated or use in locations adhering to the Florida Building :ode including the High Velocity Hurricane Zone, and where pressure "equirements as determined by ASCE 7, Minimum Design Loads for 3ulldings and Other Structures, does not exceed the design pressures isted. 12'-0" x 6'-8" max nominal size. Hurricane protective system is VOT required. See anchor detail DWG-MA-FL0122-05 for additional :erti iication Agency Certificate FL4334 F , C CAC tQ1005930.03.POF 2uality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 i' FLP322.-d<' Verified By: National Accreditation & Management Institute, Created by Independent Third Party: ?valuation Reports FL4334R5 A` 507A..N!'f Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please click here . Product Approval Accepts: . p ,2„C.hcSF r. . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/ 17/2014 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOTES 1. EVA-UATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILD NGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODJCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM 1784. 4. PLASTICS TESTING OF FIBERGLASS FACiNC: SELF IGNITION TEMP I ASTM D1929 752 'F > 650 'F OF BURNING D635 0.56 IN MIN C-1) _RATE _ SMOKE DENSITY _ASTM _ ASTM D2843 5.3.4% _ TENSILE STRENGTH- ASTM D638 3.2% Dlrr COMPAHAIIVt ILINJILt JIKCNU;" -ILK YYLIk-MlIN" 4500 IIOURS XENON ARC Mc HOD 1 o_ an 149" MAX OVERALL FRAME V/IDTH � c U V CO 2G.5" MAX 36.375" MAX. 37.5" MAX. J ¢ I'- D.L.O. -- PANEL WIDTH -- �'//AS i kAGAL I FRAME WIDTH -r O rc Z: z pt F- ^ V) x a Q LLI G i Lr)o W I ZWZ � I ¢ . c�No 4 US 2ppw i-0 }�yZ 0 F DOUBLE _DOOR ._UNIT „T// O a rt a Addendum to NAMI 1n (0 �' �V)Wwin3Q V) U) "ow n in"^ Cedilgfiaallo.: /Vr 59-30 F Ln J Reviewed By we Revlewe : 7 IL 11 Li ! LU I DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET b DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 'L 1ANCHORING IOCAHONS & DLIAILS 3 „ �ANCHORINC._LOCATIOMS -& _DETAILS SINGLE DOOR UNIT SINGLE DOOR UN!T WITH SIDELITE WITH SIDELITE SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UMT W/SIDELITES DESIGN PRESSURE RATJNG- WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TC BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH.,NSWING QUUTSWINOr' INSWING OUTSWING OUTSW:NG" Xil�_ i XX 37�`• 74 +60.0 -60.0 6F,60'.O�E60'Ov +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OX Dr XO 75 +50.0 -60.0 +60.0 -60.0 -F19.G -19.0 +40.0 -40.0 +60.0 -60.0 OXO 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXXO 149 +60.0 60.0 f 60.0 -60.0 4 19.0 19.0 1 40.0 - 40.0 i 60A -60.0 DALE: 2/ 11 /05 l SCALE: N. T.S. DWG. 4•�I L DwD. Dr: SINS CHK. OY: KURT BALTHAZOR DRAWING NO.: FLORIDA P.E. DWG -MA •FL01 //56533 SHEET 1 OT SEE DETAIL .c,. 6' --- — SEE DETAn. — 3„ 6" ------_-- .._ — — 6" I 3„ 'I i —08 i O B 6 3„ I I �• I I-6 r - 0.962" 1 1 1.37 " ' 1.75" I i.047., INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM C/S THRESHOLD q 3" _ L 6' 6" SEE CETi #8 x 2-1/2" ASTRAGAL RETAINER DOLT HOLE <;8�m-0 g v vl�u �f8 x 2—i/2" #1O x 2" wWwo y o DETAIL "E" ASTRAGAL a = a o e /� , 0 x 5/8" ATTACH ASTRAGAL RETAINER BOLT f/8 x 2-1/2" #10 x 3/4" 00 STRIKE PLATE TO FRAME o 00 Ln O § i 0 x 5/8" ff 10 x 3/4" AS SHOWN. o o 00 - o- w �1 N Ul.N N� 1 D X 2" 0.124" ANNEALED _ C4 0.090' SNFLEX ING DETAIL "C" 0.124" ANNEALED DETAIL ._'.'D,:' iYP. 1... w o � m a Z ALUMINUM OR BUM I SPACER �C�AI.$'. ' #6 X 1-1/2" PHS •.': 1•••. • Addenda to NMI GATE. 1� 1 1 CGS •..yA.yw SCALE: N.T.S. DOw 8}2 70w 8}2 '.:I•'�'. OR EQUAL Cedkallal ND.: /Ur _5 -�� OR EQUAL •• yA Rehewed By. Ow.'. BY: $yy$ fERIOR •' 1NTER.OR Date CHK. DY: TYPICAL GLAZING DETAIL DRAWING NU: IMPACT RATED CLASS DWG-MA-FL0122-Os SHEET 2 OF 3 ID N a iEE DETAIL C" M cr 00 - o :ID J Cfl O � J Q (n U c C-D � u U Q < Lu 5 6" 6" MUST BE DRILLED THROUGH ii�rl`OR THE THRESHOLD & INTO THESTRUCTURE D=EP ENOUGH A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124' TEMP. SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND % (FLORIDA #62514)EDVIB MS, PE i RNIEOBEROTOEcO (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16' TAPCONS. A PHYSICAL SHIM MUST BE =LACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1 /4". 3. WOOD BUCKS BY OTHERS MJST BE ANCHORED PROPERLY TO RANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. b 3 3I w U N SEE DETAIL r "D" SHT. 2 I d /in 7 a w w - K N o � a G 'I Ilil I I- 6" 6" II I ' w W r J �o- — I II, G II II — II I a io I 3 6.. — — 3„ — — 3' J 6. — 6" 6' HARDWARE SCHFDUI F 1. KWIKSET SERIES 400 GRADE 3 CYLiNOR.CAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORPSL BUTT HINGES. - 411N _ 0.25" MAX SHIM CL .:f- TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN !s" M Addertdam 10 NAM] Ceclifilaioflk: /l/.r 5930 Rev ewes uy., ) Gale H ' . ur) cr - O C, U � Q O J cc c� O Z0-- � In O OLo c I` DATE: 2/ 1 1 /05 SCALE: N.T.S. DWG. BY: _ SWS CNK. BY: DRAWING NO.: DWG-MA-FL0122-05 ShEu 3 or 3