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HomeMy WebLinkAbout08-8341 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8341 BUILDING PERMIT Permit Number: 8341 Address: 4806 PLUM ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-03500-0110 Improv. Cost: 8,600.00 '3fi 3 tya Date Issued: Name: STEELE EDWINA TRUST Total Fees: 112.50 Address: 4806 PLUM ST Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542 Date Paid: 9/23/2008 Phone: (813)782-7511 Work Desc: REPLACE 8 WINDOWS SIZE/SIZE hIP faro M F... . ..`,<<. TROPICAL ROOFING INC BUILDING FEE 112.50 II I 1 FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your perry. if you intend to obtain financing,consult with your lender or an attorney before recording your n ice of commencement." CO T CT T RE PERMIT OFFI R PERMh EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OFZEPHYRHILLS 5335-8TH STREET (813)780-0020 8341 BUILDING PERMIT Permit Number: 8341 Address: 4806 PLUM ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-03500-0110 Improv. Cost: 8,600.00 Date Issued: Name: STEELE EDWINA TRUST Total Fees: 112.50 Address: 4806 PLUM ST Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: (813)782-7511 Work Desc: REPLACE 8 WINDOWS SIZE/SIZE TROPICAL ROOFING INC BUILDING FEE 112.50 r, V TJ FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your 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." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ' J t+ Date Received Phone Contact for Permitting c 5�a ,�` 1 QS riTrrJ Owner's Name_ 1J SiEE. L Owner Phone Number 3 & 1S I I 1 Owner's Address 1'\ S' Owner Phone Number Fee Simple Titleholder Name \A Owner Phone Number Fee Simple Titleholder Address `A p JOB ADDRESS Q n V v L� `JT I&\-'II LU LOT# I I SUBDIVISION It 00i i .ç'(LSTAP✓ PARCEL(D# 03500 o l t O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN MOVE = DEMOLISH INSTALL REPAIR PROPOSED USE © SFR = COMM = OTHER TYPE OF CONSTRUCTION 0 BLOCK = FRAME j ] STEEL = OTHER DESCRIPTION OF WORK +,J%AJ0a,JS S t'LQ. 4b(- Sri BUILDING SIZE I SQ FOOTAGE P HEIGHT = BUILDING $ VALUATION OF TOTAL CONSTRUCTION = ELECTRICAL 1$ AMP SERVICE = PROGRESS ENERGY O W.R.E.C. PLUMBING $ LII MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION = GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES =NO BUILDER ""\ !\ COMPANY Er -OPCAL- C•�J�I� SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address License# C-1 S / O l(J ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT I Y/N Address I License# PLUMBER COMPANY SIGNATURE j REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# I - OTHER COMPANY SIGNATURE REGISTERED f Y/ N I FEE CURRENT I Y/N Address I License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. III IllIllIllIlIllIll Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to.violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OTICE OF C MMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR. Subscribed and sworn to(or affirmed)before me this Subscribed and sworn rmed e m this Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have p duced as identification. /-+'3v�a t�(o? O a3a as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ■ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 'l Date Received: Site: z/ o Z D/GC/1't Permit Type: N/I742 , s ?/ L Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This co ent sheet shall be kept with the permit and/or plans. K Switz Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) NOTICE OF COMMENCEMENT 1111111 IIIII IIIII IIIII Iiill IIIII IIIII IIIII illll IIIII IIII IIII 2008136709 Permit No. Rcpt: 1204245 Rec: 10.00 Tax Folio No. ' 1 DS: 0.00 IT: 0.00 09/19/08 Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,7.13.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.accordance with Section .Description of property(legal description:Moc&c C%i! A AN a)Street(job)Address: (1 F IoTS 10'�S 2.General description of improvements: � �l 5 �� a +NSW`>+ 3.Owner Information a)Name and address: £O.Jtty s i & - t O t ?M�i 4 , 2l 5y o1 b)Name and address of fee simple titleholder(if other than owner) 11A c)Interest in property i; (Z 4.Contractor Information a)Name and address + �tG_9� Ftg,�, 5733 M+1Et1 a.gy.� b)Telephone No.:'-T*%r *.t 5slq C t A�2 FSt-�1.. 3j5j(oo 5.Surety Information Fax No.(Opt.) a)Name and address: b)Amount of Bond: JED PITTMAN P6iSCO COUNTY CLERK 6.Lenderc)Telephone No.: O9/19/0 lf:36am 3 am 1 G of 1 p )- OR BK7928 1729 a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: 8.In addition to himself,owner designates the following person to receive a copy of theOLiiienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a)Name and address: b)Telephone No.: 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. COUNTY OF PINELLAS I 0. , \J Sign lure of Owner or Owner's Authorized Off icer/Directo/Partner/Manager Print Name The foregoing instrument.was acknowledged before me this A, day of 1S P TAA&ffi/J 20 O b Y (type of authority,e.g.officer,trustee, attorney in fact)for se (name of rty on beha f who instrument was executed). Personally Known '-OR Produced Identification `� Notary Signature Type of Identifcl$�pn'Pr©duced Name(print) is Verifteation purstart,to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoi and that the facts stated in it are true to the best of my knowledge and belief. c � FoaMsMoc,,,:azoo7 4•__ � Signature of aturairerson Signing(in line#10.)Above STATE OF FLORIDA ,IRK COUNTY OF PASCI(X-• THIS IST0CERT,'TJ1ATT EG INGLSA TRUE AND CORRECTCOOPWY OF THE N FIkE OR OF PUBLIC RECORSICT �+ HAND A OF ICIAPSEA JED PI MAN, �FCi- ,f Tropical Roofing Inc. dba WORK ORDER DURAMADEState Certified Roofing Contractor State-Certified WINDOWS&DOORS License#CCC 1326935 General Contractor America's Mbst Durable WindowLicense#CGC 1510110 Customer N L 1' J.'-,, MHP/Subdivision Job Address tom- '/ �O City ' ,V ? 7/i ZP ' 2 WORKSHEET SUBMITTED BY Phone( rt. : > DATE: Windovi' Window ' '� Window #1 #6 #11 WINDOW PLAN: � Show window locations by Ali number on Inside of drawing. J v If additional areas are neces- !1 b sary,draw ENTIRE PLAN on seperate sheet and check below. < � > < 53 > i < ' 7 > SEE DRAWING ON SEPERATE SHEET. r Window N2 Window ' Window BACK' N7 N12 r �1 —————— � 1_ Q 1L] i ,D 1 i 1 .1 1 ' Window Window Window 1 T" #8 #13 1 s 1 1 -. 1 1 L . 1 t � 1 3 a � 1 1 > < J{ > < h' > 1 1 FRONT fndowJ Window CIRCLE RESPONSES N4• k9 4i Window Large Outside Trim Nt4 Siding on Home Y N Awnin Y N ga covering screws Y N_J 3 } SPECIAL INSTRUCTIONS: I I jr C A ! 11 < > CHECK ❑FINANCE VISA ❑MASTERCARD Window Window #5 #10 ' Window #15 � TOTAL DEPOSIT BALANCE < > < , < > DIRECTIONS TO HOME: Cl[wTtt .�Y/pr.Ii N�'�s CE R1 T14N AUTHORIZATION sunny rao: b F1 1 B1 02 FtitetlBy-: � 03 1�C��1 � 2to. I Page: nr' _ 1 FMA t(eystone CertJfcaj0 Ce/`f/cat►on Authonzat on Rep CAR & Product 1a Number: 022 - 107 CAR issue Date: 2!012004 CARxpira#€dn gate: 41212007 Company Code: 022 This Certification Auftrization Report validation reVtr (CAR) is Issuedo valid of the product specification documents far the eprod product named Certicabens, Inc ( report after full y when signed and sealed by the presiders₹of company named kraiow has KCI, and indicates the rode as This is only been tested and meets the requirerments Of the referenced standard and eiigitaie for the application of FMA Ke stone p c₹as manufactured by the in affixing Certification labels to y C=ei ibcation Program'Valuated and docu tented for ce fCafiQri autharizhose. rod car₹ifilabei Liven n products, that those products are representative of the'specimen shall be considered Certified. Cn products bearing such a certification label Comp,an,y InflOrmation: Product informat on-. GQreII enterprises 1380 Wa ne Model: G5305 Tilt Double Hung y Ave. Indiana Operator Type: D PA 15701 Configtrration: Bow Pi Max Width: 54 Max Height: 77 Relerirrxai d Standarr : , prOdUct Rating AIWD 101PS2-g7 H-F30 5.4x77 Qualifying Test nfo rr>itatlot� Test Report No: T137-03 Vest Report 1_xptration: gJ212007 Authsrized Signature: Keystone certifi+ ations, inc. 2545 Lori Drive, Suite 204 York, Pennsytuania 17404 Phone: 717-764-5278 Marcia Fake,President Fax: 717-764.3Q49 WWw,keystonecerts.corn IndependeF i Certification and Ins pech on Agency t3uilding Code Online Page 1 of 4 BCIS Home Log In Hot Topics I Submit Surcharge I Stats&Facts ► Publications FBC •.r rca Staff & product A USER: Public User Product Approv_ ___al Meng> Product or Application Search >AppliCa.-.-- tjon List> Application Detail FL # FL747-R1 Application Type :..� Revision Code Version 2004 Application Status Comments APProved Archived Product Manufacturer Gorell Enterprises Inc. Address/Phone/Email 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rgibson@gorell.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications Inc. Referenced Standard and Year (of Standard 1ttp://w -ww-flnridah,,;1,i;,,Y / _i__ Ip icid'Buildi g Code Online Page 2 of 4 Standard) ANSI/AAMA/WDMA 101/LS.2-97 Equivalence of Product Standards Certified By Sections from the Code 1703.5*1714.5.2.1*17 Product Approval Method Method 1 Option A Date Submitted 10/14/2005 Date Validated 11/16/2005 Date Pending FBC Approval Date Approved. 11/28/2005 12/06/2005 Summary of Products FL # Model, Number or Name Description 747.1 65115 ou e ung replacement Limits of Use (See Other) Dbl h Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant• PTID 747 R1 I 65155 t Design Pressure::+/- PTID 747 R1 I G5155 C Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305 sill PTID 747 R1 I GSVDH- IPTID 747 R1 I GSVDH- PTID 747 R1 I GSVDH/[L - PTID 747 R1 I P5100 f PTID 747 R1 I P5305 f, Verified By: 747.2 -�65155 Limits of Use (See Other) double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: 65155 R40@44x60 R50@32x54w/Mod sill 747.3 —�65135 hung replacement Limits of Use (See Other) double Certification Agency Ce Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5195 R40@44x60 R50@32x54w/Mod httn://w'uixi • tpr c1a Building Code Online Page 3 of 4 Lsill 747.4 G5265 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5265 R40@44x60 R50@32x54w/Mod sill 747.5 �G5275 Double hung replacement limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: -[-/- Other: G5275 R40@44x60 RS0@32x54w/Mod sill 747.6 G5305 Double hung replacement Limits of Use r) Approved for u n HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5305 R55@44 x60 R30@54x77 ASTM1887 impact level C 44 x 60 747.7 GSVDH -�Vinyl Double hung new co limits of Use (See Other) Certification Agency Ce Approved for use in≤ HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: GSVDH R20@44x60 R50@32x54Mod Sill 747.8 GSVDH-2 Vinyl Twin Double hung n. Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction • Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: GSVDH-2 R20@44x60 Back Next DCA Administration Department of Community Affairs ho://WWUI flnrirlahiiil l;, / /� vriucDuiiuIng Lode Online Page 4 of 4 Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824,Suncom 277-1824,Fax(850)414-8436 © 2000-2005 The State of Florida.All rights reserved.CODYri4ht and disc[ Product Approval Accepts: QeCfck #ter9Slp�, .._. http://www,floridahiiilrli„c, nrO/n,/nr 7+1 r� _ - CERTITICIATION TEST REPORT GQRELL MODEL.G5305 TILT DOUBLE.HUNG WTNDOw H-R30 (4'_6" X 6'-5") FOR GORELL ENTERPRISES, INC 1380 WAY FE AVE INDIANA, PA 15 701 Project No. T137-03 4/2/03 DANIEL.G.EAf BAUGH,P.E. 255'Sau'R ers Station Rd. Trafford,.PA 15085 4123733a 9238 Keystone Commons •515 haddock AV-enue. Turtle Creek, PA 15 4� i412) 6'• '�24-331 E~AX t4'f a 336 _ Project Ida. TI7 g3. Report Date, April 2, 2003 Page 2 of 6 c Tll 'Ic T o Tlv T REPOT Manufacturer. ORL RPRISES, INC 1:380 WAYNa AVE A, PA 15701. Pxoduct d6Atifcatlan Prr duct T rpe: Double flung Window Series/Model G3305 Specification AAMAJNWWiA 101/I.S.2-97 Designation I-1-R;0•(54"X 77") AAtVL4JNWWDA 101/I..S.2--97 GRADE30 Product Description_ Attached Test Results-: Attached Test Equipment: FIT Testing Date. 3/17/03 Detailedassembly dn s shoo' wall thickness of all members, corner c©nstruction and hardware cation are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET for a.period of 4 years, The results obtained apply,only to the specimen tested. No conclusions:of any kind regarding the adequacy or inadequacy of the glass in the test specimen maybe drawn fog this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not carzst Lute certm cation ofthis.product, which may only e granted by the certification program administrator, P2 7 ç27 Avyy / 1. Paul G. l:~ara•au - Patrick I gar auh, �- Prole ta. T137-Q Page of 6 othct P criptioz +general:. Test sample was cotnprised of Goren Model"05305"Tilt Double,Hung Vinyl Prime, ane over tone (tilt loading fpe)double.humg window with an overall master frame size measuring 54"wide X 77"high X3.114"Wide. The bottom sash measured SO-I/3" wide X 3S"high Ov:rail_ The top sash measured 1 49-I/L" wide X 37-II3 hi gll tiverail. The frame corners were ofwelded mitered with one screw in bottom corners_construction. The sash corners were of wielded mitered type corner construction.: Bottom sash had an exterior altrrninurn screen:Each sash had(2) foam chimney blacks located in the jambs near the balances_ One foam chimney block for each side of each sash. Each pez imetcr frame member hollows were filled with stirrofaam pieces that measured to be 711`6' x')/16". The bottom rail of the.bottom sash had a anti bow sway bar attached to the rail an-d When the window would shut the bar-would slide into an opening that was in the center of the sill. Weather-stri zna: MEI�ER w�AfltSTIPPFI*!G QUAa�f'TITY WIDTH X HEIGHT LOCATION Frame Bender Insert Center Fin Pile Seal (INCIS) Frame Sill 1 0.187"w x.23"ht sine face none tl Frame lambs none - none to. sash—ton rail Center Fin Pile Seal l - none Top sash-bat rail Center U,180.187"w x.23"ht exterior face er Fin Pile Seal 1 U.137"w x.23"ht interior face Ilea e rail) Bottatn sash—top rail Center Fin Pile Seal (meetin rani) 1 0.13T'w x.23"ht exterior face Bottom sash-bat rail Center Fin Pile Seal (lift rail) Foam Filled D..,�Vinyl 1 0-137 w x:23"hi Bottom face mBulb Vinyl I 0.3125". with FinDia_ Bottom face. Top sash—jamb stiles Center Fin Pile Seal 1 0.187"w x.23"ht Exterior face Center Fin Pile Seal 1 0.137' w x.23"ht Side face Bettor((sash—jamb stiles Center Fin Pile Seal l 0.187"w x.23"ht Exterior face Center Fin Pile.Seal I_ 0.1$7"w x.23"ht Side face Scceezt-to rail Pile deal l 0.187 wx.35"ht Inrior face Operatot-s and Other Hardware; Each sash had two sets of()constant force balance shoes, one per jamb_ One earn-type sweep loc&teas attached to the center of the bottom sash meeting rare with keeper on top sash meeting,rani Qt e plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-East pivot liar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Each sash had a lift rail with the to sash lift rail on the top rail and the bottom sash lit rail on the bottom rail. Project lea. T.137-03 Page 4 of 6 Glazing Sysfetn; Each sash was exterior drop glazed with 7/v'thick insulated gs' j double-sided f . glazing tape. The sash utilized two(1/8")thick clear annealed as soam continuous zzietal spacer. Arr extedot snap-in single leaf dual durum ter r'r with a 5/8" bead secured the glass, virt�•l-glazing weep kl0les: Two (318"x 3132"' weep slots were lotted at the glazing track fhrougl the bottom top sash bottom zontal rail,one 4-118"from each end. Two(1/4"x /32") wee slots Were located at The glazing track of the bottom sash bottom ho I from each weep end, One (3/8"x 3116")weep slut were located just above each of th pivot bars on the ends of the bottom sash rail of the both sallies_ Two (?/2" x Ili")b ae on the exterior face of the sill, each one 1-7/S" fro each end. w p slots were located were located on the inner charrmber wall of the sill, two on very end of each side, Two(1/2" x 3/16") weep slots were located on the interior of the sill, one l3/4" from each end. The frame sill was a sloped sill. Three(3/8"diameter)b•a ed weep holes were bottom rail of the screen, one weep in the center and one -3/4" from each end located on the Sealant. Silicone sealant was applied to all the following areas: d Entire bottom of the sill to buck intersection . ° Screw heads hole openings used for anchorage of the frame to buck_ ° Exterior and interior of frame to buck.intersection, A F!4 wood Siam around the perimeter of the frame secured to the frame. Cover flange at the sill and header on the exterior of the frame was sealed to the frame/flange intersection and the flange was also sealed to the buck/ ange intersection. Anchorage; A ¼" wood shim was attached with silicone to the perimeter of the buck frame. additional rya'' wood shirr strips were attached at each jamb screw attaehmerrt Two he wood buck The frame was attached to the buck using 2"lOflZOoscrewsaiong with silicone at the 31 and on the YP;aor m. 7 eorr.emfcr o fthe frame to beck nter5tions Each jamb was attached with five sets of 2"long screws. The header was attached with three sets of wood screws. Each set of screws consisted of a screw looted on the interior jamb track and one screw located on the exterior track of the frame. Each set of screws were attached Parallel toeach other. The sill was secured using a built up of wood that was secured to the buck and then the sill was attached with silicone to the wood. The exterior of the sill then used a trim attaehmertt and was secured to the frame sill and buck using silicone. 'rjedt No: T13.7-03 K: Fa€e 5 of b :gNJ.R .#i:. Iefe� ceil Test l�ietliQd Test Re1₹s Allowable rzt`esvrlu errtrexrrrrts 2.1.? mar Tnf7tratron Test (.AST.11E ?83-9I} 1.57 psf 0.09 c#:nlsf 0.30 cfrnfsf The test spee#xn r meets the pei fo a72ce levels syeci ed in L YrYZ7 I Q17.S.29 7 for Air infihtmrrcrr.. 2.1.3 mater Resist-`uzce Test (ASTNI L547-96) 2.86 psf(w& wo screen) No penetration No penetration 2.1.4.2 1 42 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97)Performance Level 10 Type A(Section 10) Sec. 10.1 Lock Manipulation Test No Failure Sec 10 r r Ilee , As Stated Test Al ttiio Failure Sec. 10.2.12 Test A2 As Stated. Sec. 10.11.3 `Pest A3 N . Failure As Stated Sec, 1():2.1.4 Test A4 No Failure As Stated No Failure As Stated Sec 10.2.1.5 Test A5 No Failure Sec, 10.2.1.6 Test A6 As Stated No Failure As Stated Sec, 102.1.7 Test A7 No failtire Sec. 10 2.1..8 Lock Manipulation No Failure As Stated As Stated Test Sve'C tc Window Pei formance Results 2.2.1.6.1 Operating.Force Test top sash 30 lb up,l l lb dn 30 lb bottom sash 28 lb up, 8 lb dn 30 lb Project No. T137-03 Page 5 of.6 GQRE {:G53o5' DOU13Jr..� HU G V1NDO Para-ranh Tai t ie 1 rest-- ble Referenced 'Vest Method 2.2.1.6.2 Deglazzng'Pest (P�ST1 1J987-88; Method B) Tn-- sash left stile @ 50 lbf 13 ? right stile a 50 lbf <100% 13 ,0,'0 <100% top rail@70 !bf 30 bottom rail E 70 lbf a <100°o 13°0 <100°% Both--r,-om smash left stile @ 50 Ibf 13 % right stile 501bf <100% 13 % <I00% top rail.@70 lbf 6 % <1000% bottom rail.@ 70 Ibf 6 % {100,0o.:OvdOnal Per-Ormanee Results 4.3 %'Yates Resistance Test (ASTMVI E547-96) @ 8.25 ps€(w& wo screen) No penesation No penetration 4,4.2 7 F Structural Load St uctural Test (_ASTM E-330-97) (0.4%xL) @ 45 psf positive 0.073" @ 45 psfnegative * 0.197" 0.089" 0,197" @ 45 psf positive 0.013" * 0.152" (stile) @ 45 psfnegatve 0.076" :K 0201' (bat rail) iviaxiinjuiii OrmatIo.i �, O O z cV S L Z O } LJ w 41 0 U Z (Y l Co Y o c Q Q S O Y Li U] O 0 aO U n�T /l �— C_t a EY Q Q- w =° [Y Co ° V z _pia. Q O 0 O Q EC FYo m Q _O a p (Y OQ IL cc Y S r7 r pew U U 5 Co z c� Z CT2 .L 4 It�Co tct 1 o W S Co o k_ cn d ec.J O Zt- U- Z iY w U Q UF) aO �lO(___J - E Co -Ld <J .1 QOy_J Li-1 �OQSZ a 7 z S41 - D c w Q Z Q Emit f- Q d p�(j�w UZ� m cs? ZO EJw wS� QY- Q Y ctw � tr �YZOu)U� Z ~� u I / ti Cf w �� U Q iiiw III a - Li Coo �j,�i�) z 2 � _ _ ( o ?- OF L OUtw- U7 m — X �OwLJ QU f/)- Q _ Q Q c�� zz za� �d oaao r) �Q F �UwZz U V U QDCLCaQ z Uw Z �U� vl C = I U tt)O� w2Q IE ccw ifI w Q Co f [L (1) XbG! LC z NOISN3t^�I(l 3QISNJ Q Q cs w O O� z U _ D ¢o Oil w Li Q a f Q -uOOU Q � QCn~�L () q U Un �z? sW 2}012f31X3 � �Uz uO D Qw w pZ Li LU a J- �I O UZQ Of w ��0 BCD Q tiF a Co CL m NGISN3b1'IQ 3QISiRf} w • M AS, t i I II ea s r x BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff B Product Approval �� � USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL261-R3 Application Type PP Revision Code Version 2004 biz Application Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Ext 21124 (turner@pgtindustries.com Authorized Signature Lucas Turner (turner@pgtindustries.com Technical Representative Lucas A. Turner Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 (turner@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER http://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEV XQwtDquaucoIwmuGtb... 7/10/2008 Validated By Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/22/2006 Date Validated 09/22/2006 Date Pending FBC Approval 09/25/2006 Date Approved 10/11/2006 ;Summary of Products I L # Model, Number or Name Description 261.1 lx Heavy Wall Mullions ilAluminum Tube Mullions s of Use Certification Agency Ce Approved for use in HVHZ: Yes FL261_R3_C_CAC_06 01 Approved for use outside HVHZ: Yes Quality Assurance Cont Impact Resistant: Yes Design Pressure: N/A Installation Instructior Other: Please see Miami-Dade County Notice of FL261_R3_II_06 0125 0 Acceptance (NOA) #06-0125.07 for product Verified By: Miami-Dade performance information, and mullion clip Created by Independent anchorage details. Evaluation Reports Created by Independent 61.2 j 1x Standard Wall Mullions Aluminum Tube Mullions Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL261_.._R3_C_CAC06-01 Approved for use outside HVHZ: Yes Quality Assurance Coni Impact Resistant: Yes Design Pressure: N/A Installation Instructior Other: Please see Miami-Dade County Notice of FL261_R3_II06-0125-0 Acceptance (NOA) #06-0125.06 for product Verified By: Miami-Dade performance information, and mullion clip Created by Independent anchorage details. Evaluation Reports Created by Independent http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/10/2008 261.3 1I2x Heavy Wall Mullions IlAluminum Tube Mullions Limits of Use Certification Agency Ce Approved for use in HVHZ: Yes FL261R3CCAC_06-01 Approved for use outside HVHZ: Yes Quality Assurance Cont Impact Resistant: Yes Design Pressure: N/A Installation Instruction Other: Please see Miami-Dade County Notice of FL261,_..R3.._II.__06-0125-0. Acceptance (NOA) #06-0125.08 for product Verified By: Miami-Dade performance information, and mullion clip Created by Independent anchorage details. Evaluation Reports Created by Independent DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax(850) 414-8436 2000-2.005 The State of Florida. All rights reserved. Copyright and Disci Product Approval Accepts: k'�ris"ign BObb ucwrrd k FYF http://www.floridabui lding.org/pr/pr app dtl.aspx?parain=wGE V XQwtDquauco l win uGtb... 7/10/2008 MIAAMH DE L1YW MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) www.buildingcodeonljne.com PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 1"X Heavy Wall Aluminum Tube Clipped Mulllon•L.M.I. APPROVAL DOCUMENT:Drawing No.6221,titled"1"Heavy Wall,Elevations Aluminum Tube Clipped Mullion",sheets I through 7 of 7,dated 04/28/00,with last revision on 05/30/06,prepared by PGT Industries, signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#04-0528.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No 06-0125.07 ��OaExpiration pro 2 val Date July 20, O11 - G A2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE.EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1"Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets l through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test, FBC,TAS-201-94 3)Cyclic Loading Test,per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (OO configuration) 60"x 54"mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-2902,dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA#04-0528.05" 2. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (OO configuration) 80"x 76"mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903,dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA#04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test,FBC, TAS 201-94 3)Cyclic Loading Test, per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum, windows with a transom lite (O/OO configuration) mulled together with a lx 2 x 3/4"wall vertical mullion and a 2 x 6"x 1/4" wall horizontal mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA #04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis,complying with FBC-2004, prepared by PGT Industries,dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D.Gascon,P.E. Chief,Product Control Division NOA No 06-0125.07 Expiration Date: June 28,2011 Approval Date:July 20,2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04-0528.05, issued to PGT Industries for their 1"x Heavy Wall-Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime D.Gascon,P.E. 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