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Home My WebLink About07-6532 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 6532 Issued: 3/08/2007 GENERAL BUILDING PERMIT 434-ADD/AL T RESIDENTIAL SINGLE FAMILY RESIDENTIAL Est. Value: 7,990.00 Total Fees: 105.00 Date Paid: Address: 5930 13TH ST ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 11-26-21-0010-02000-0090 t-i~/C-cCl~) Y:;{z.-{ [) 7 ~ ~ P0C/-yv-.., c o~c~<-. REINSPEcn N FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are nee ry due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for inspection w en called e) permit not posted on jOb site f) plans not at job site g) work not accessible. NOTICE: In ad ition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found i 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 0 inspection fees shall be made before any further permits will be issued to the person owning same "Warning to ner: Your failure to record a notice of commencement may result in your paying twice for improvemen to your property. If you intend to obtain financing, consult with your lender or an attorney before record ng your notice of commencement." ~c_ ~. SI ATURE PERMIT OFFI C LL FOR INSPECTION - 8 HOUR NOnCE REQUIRED .- PROTECT CARD FROM WEATHER Tropical Roofing# Inc. ,. Florida's Roofing Specialist 5985 - 49th Street North S1. Petersburg, Florida 33709 727-572-5545/888-372-0488 FaX# 727-533-8835 Lie # CCC-1326935 - # CGC-151 011 0 ", Ci of Zephyrhills Pe mit Dept 53 5 8th Street Ze hyrhills, FI 33542 RE: Permit # 6532 5930 13th St July 31, 2007 I I To ""hom It May Concern: se cancel the above referenced permit as the Homeowner has ncelled their contrad with us. If ou need any further information please feel free to contad my ermit manager, Virginia Gonzalez at ext 112. o.",V"!I... Nolllry Public Stale of Florida ~~''f. Virginill Gonzalez My Commission DD441199 ,~ Of ,,"oj Expires 06/25/2009 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 6532 Permit #:653 Permit Type: Class of Wor : Proposed Us Sq. Feet: Cost: Amount Paid Issued: 3/08/2007 GENERAL BUILDING PERMIT 434-ADD/AL T RESIDENTIAL SINGLE FAMILY RESIDENTIAL Est. Value: 7,990.00 Total Fees: 105.00 Date Paid: Address: 5930 13TH ST ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 11-26-21-0010-02000-0090 REINSPEcn N FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are nece sary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for inspectiion w n called e) permit not posted on job site f) plans not at jOb site g) work not accessible. NOTICE: In ad ition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found i 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 0 inspection fees shall be made before any further permits will be issued to the person owning same "Warning to ner: Your failure to record a notice of commencement may result in your paying twice for improvemen to your pro rty. If you intend to obtain financing, consult with your lender or an attorney before record ng your noti of commencement." c- ~. PERM IT OFFI - CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ~ City of Zephyrbills BUILDING PLAN REVIEW COMMENDS \~({OL\ f2(:)J'\ ~!~ 3 - {-Of 5C13c> I 3+n S +- Permit Type: i I Approved w/nolcommenis:/ I I I i I I I i I I I I I I I I ,\ Wt nti Cll..u ~~~ rn ~~~,,+ Approved wIthe below comments: 0 Denied wIthe below comments: D eet shall be kept with the permit and/or plans. '1 Contractor and/or Homeowner (Required when comments are present) Bill , 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Owner's Address Fee Simple Tltlehold I' Name I Mp.. \) E:. w €-Lc l ~~ 6~. UP r'k.\\<; Owner Phone Number ').Owner Phone Number I Owner Phone Number I Date Received Owner's Name Fee Simple Tltlehold I' Address I I S~ :3 u I PROPOSED USE TYPE OF CONSTRU NEW CONSTR INSTALL SFR BLOCK l7/'-5f- L4''''1rk.\l~ p( '335Yd- I PARCELID#lll -~~''d-l -100 (O-O~OOO- 00'70 (OBTAINED FROM PROPERlY TAX NOTICE) D ADD/ALT D SIGN D MOVE D ~ REPAIR ~ COMM D OTHER I c==J FRAME D STEEL D ~\c...c.~ 6" ( z..-c.. Fa ( S ( 2.. <- (_II ) sa FOOTAGE I HEIGHT I LOT # JOB ADDRESS SUBDIVISION BUILDING SIZE B I'l><.l m Iwv00~ DEMOLISH WORK PROPOSED OTHER I DESCRIPTION OF W I I I I c==J I AMP SERVICE c==J PROGRESS ENERGY D W.R.E.C, ~ BUILDING 1$ '7-.~ ~ 0 , 0 ELECTRIC L 1$ 0 PLUMBIN 1$ MECHANI~AL 0 1$ 0 GAS D ROOFING FINISHED FLOOR E EVATIONS I VALUATION OF TOTAL CONSTRUCTION NOC- VALUATION OF MECHANICAL INSTALLATION SPECIALTY D FLOOD ZONE AREA OTHER DYES DNO Address I\'{lop~ fl~'J-JC\ I (!PN I FEE CURRENT I Y / N I License # (J---C 'SI Olr 0 BUILDER SIGNATURE Address FEE CURRENT License # Y/ N FEE CURRENT License # Y / N FEE CURRENT License # Y/N FEE CURRENT License # Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Y/N Address MECHANICAL SiGNATURE Y/N OTHER SIGNATURE Y/N RESIDENTrAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance, Attach (2) sets of Engineered Plans, ""PROPERTY SURVEY required for all NEW construction, COMMERCIAL SIGN PERMIT Directions: Fill out applicati n completely. Owner & ContI' tor sign back of application, notarized If over $2500, Notice of Commencement Is required. (A1C upgrades over $5000) Agent (for the c ntractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNT R PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage) Driveways-Not vel' Counter if on public roadways..needs ROW NOTICE OF D ED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be ore restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable dee restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to ndertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is n t licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state la . 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. Furthe more, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of th .contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, tha may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORT TION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transport tion Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existin buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as am nded. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It s further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "c rtificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power rei ase, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, ey must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCT ON 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 Gu de" 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 th "owner" prior to commencement. CONTRACT R'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done i 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 rior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, ounty and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I u derstand that the regulations of other government agencies may apply to the intended work, and that it is my responsibi ity to identify what actions I must take to be in compliance. Such agencies include but are not limited to: D partment of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive L nds, Water/Wastewater Treatment. S uthwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering atercou:-ses. A my Corps of Engineers-Seawalls, Docks, Navigable Waterways. D partment of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, S ptic Tanks. U Environmental Protection Agency-Asbestos abatement. F deral Aviation Authority-Runways. I understand t at the following restrictions apply to the use of fill: U e 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 " ompensating volume" will be submitted at time of permitting which is prepared by a professional engineer Ii ensed 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 c nstruction, 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 p operties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating t e conditions of the building permit issued under the attached permit application, for lots less than one (1) a re which are elevated by fill, an engineered drainage plan is required. If I am the A ENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit rior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, sig s, 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 c rrection of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the w rk authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is uspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requ sted, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable ca se for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING T OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWI E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIOA JURA (F.S.117.03) OWNER OR AG NT Subscribed and worn to (or affirmed) before me this __b Who is/are pers nally kno\M1 to me or has/have produced as identification. Notary Public Commission No. Name of Notary ped. printed or stamped ./ Do 1 0 1111111111111111111111111111111111111111111111111111111111II 2007041494 Rcpl:1079992 Rec: 10.00 OS: 0.00 IT: 0.00 03/07/07 Dpty Clerk JEO PITTMAN, PASCO COUNTY CLERK 03/07/07 12:30Rm 1 JLf61. OR BK 7414 PG 0 ~ "';:) q ~ V I ;) fL.. sr; Lcfit fkt! ()" 5"'3 5<t~ .~\~ IENI!JIAL DESCRIPTION OF IMPROVEMENT W L N~":">"'I'i"".,KO,',' '. .'". . B MOUNTS CONTRACToR ADDRESS s; t S ~q-~ <01/ ,:5 h (ilCt '~3":f:?!:l NAME I. ADDRESS OF SURETY i I Persons within lhe S te at florida, designated by owntjr upon who notlc.. or olher documenla may be served 88 prcMded by SECTION 713.13 (1) (a) (7). FLORIDA STATtrrE . : i I I m I (Name) (Addntee) I to r_lw a copy of L. 8I10r'... provided In SECTION 7~3_13 (1) (b) FLORIDA ST~TES. ,,'~ EXPIRATION DATE OTICE OF COMMENCEMENT I 1- -E. ~ t S / 2. Q./b . , (One )'HI" from date of reoold1Og. unle.. specm.d) /V\(.4 \, (Name and Addrese ) ::E68 _ t ;\j \ A- In addition t() hlmHl1.lo::. d..lgnales CBRTlFlCATlON P'Ll :'(0 C~NTYE 'f)F r D .20 0':=1; by '~NC\ M.AP€Wf~CG 8S identification and who (did) (did not) take an oalh. Comm/88lon Number (Slamp) PURCHASER JAME: An ...... r- ,.... '1 LZ_" rre S I tPO GI\ Addre" , ~ J C1 / J C1- ..> r Address2: ! /0 JV1 mct~R't,QPc.. TROPICAL ROOFING, INC. - 5733 Myerlake Circle. Clearwater, FL 33760 91 J '/6K ? 79.3 Phone (727) 572-5545 . Toll Free (888) 372-0488 . Fax (727) 533-8835 STATE CERTIFIED GENERAL CONTRACTOR LICENSE NUMBER: CGC 1510110 STATE CERTIFIED ROOFING CONTRACTOR LICENSE NUMBER: CCC 1326935 CONTRACT 11# 779"-1/1 t?' c e <;?{ J ,.. g- / 1 '1 ') 9 9 ?S-l?' Date: :l /.J ~ 7 Phone: Job Name: ;,. / / / State' ^ / ZiP:]J r-LJ e",-?1./ / / S -~,.,.../~q . ..> ~, 2- enera es rip Ion 0 or: j( -e "., &1 lb.;' (" / /) /? / t.t,.." ')... '-1 _ tA-1''l..-t 0 ~ J c::c ~ Z:.., f' A if (/1) S/ ,I, ~,.,,, .frftt.rvlt'''- eA-h,.'ff ~7/ ~/z,,~VJ.--..r. ~~ ~t?~I~ot'P''--J , /, r,"'..? . 01 (il AoC-''''~v--f ,.'n. ~~-I'" ,--,' // h &l ~ r:-e 7~~c:r.5J'/q.r~ ,/ ~ 1"7 rr.......,~. ~.... '/ t-h_~~ i~rth ~rib;lin the detailed specification sheet attached hereto as Exhibit "A" and initialed by the parties. The above work wi I be completed in accordance with the terms, conditions and specifications herein, with payment to be made accordance with the following paym nt schedule: 1.. PR E $ 7 9 9 0 2.. TA $ # ,/rt:> 3.. TO AL $ 7ef90 -vi /0-' ~ 4.. DO PAYMENT $ J (7 0 5.. BA ANCE $ 7690 UPON COMPLETION OF WORK PAYMENT Td BE MADE BY CHECK PAYABLE TO "TROPICAL ROOFING, INC." WHICH CHECK IS DUE AND PAltABLE AT TROPICAL ROOFING'S OFFICE AT THE ADDRESS SET FORTH ABOVE i BUYER'S RIGHT TO CANCEL I TInS IS A HO~SOLICITATION SALE, AND IF YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL TIDS AGREEMENT BY PROVIDING TTEN NOTICE TO THE SELLER IN PERSON, BY TELEGRAM, OR BY MAIL. TIDS NOTICE MUST INDICATE THAT YOU DO NOT WANT T GOODS OR SERVICES AND MUST BE DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFrER YOUSIG TInS AGREEMENT. IF YOU CANCEL TIDSAGREEMENT, THE SELLER MAY NOT KEEP ALL OR PART OF ANY CASH DOWN PAYMENT. ! NO E: RETAIL SALES TAX MUST BE CHARGED UNLESS THE CUSTOMER SIGNS THE FOLLOWING: I certify hat I own the land on which the structure I am improving is permanently affixed. Furthermore. I have filed a 'declara ion with the Property Appraiser requesting the structure be assessed as realty and it bears an 'RP' decal. SIGNATURE:l( ~/~~ - TORY NOTICE REGARDING CONSTRUCTION LIENS: ACCORDING TO FLORIDA'S ONSTRUCTION LIEN LAW (SECTIONS 713~OOl-713.37, FLORIDA STATUTES), THOSE WH WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FU L HA VE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PRO ERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUB CON CTORS, SUB-SUBCONTRACTORS, ORMA TERlAL SUPPLIERS, THE PEOPLE WHO ARE 0 ED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACT R, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEAN IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO AY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACT R OR A SUBCONTRACTOR MAY HAVE FMLED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT!MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN LEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "N TICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LA W IS COMPLEX AND IT IS COMMENDED THAT YOU CONSULT AN ATTORNEY. I HEREBY CER THAT I HAVE READ AND FULLY UNDERSTAND THE PROVISIONS OF THIS CONTRACT, INCLUDING T E TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE, AND I AGREE TO ALL OF TIlE PROVI IONS, TERMS AND CONDITIONS THEREOF. THIS CONTRACT IS NOT VALID OR BINDING UNLESS AND U TIL SIGNED BY AN OFFICER OF TROPICAL ROOFING, INC. TROPICAL ROOFING, INC. -a~ &: '~ PnM1.nM_ . !( BY: Officer Date Title -, . "~.' .. . .' ~ " . ~ I . K'SYSTONIi; . e..io ......................... INc. \ . 1-.. OocWllICnt Tille: J:lrocumellt No, FRM B 1"()2 CER!TIFlCATION AUTHORIZATION REPORT ltevilion I I Pall!: 1 0,. 1 No, ~cquirecil y: PRO B 1-03 FMA Keystone Certification Program Certification Authorization Report CAR & Product 10 Number: 022 - 107 CAR Issue Date: 2/612004 CAR Expiration Date: 41212007 Company Code: 022 This Ce ification Authorization Report (CAR) is iSSUed by Keystone Certifications, Inc. (KCI) after full validatio review of the product specification documents for the product named below. This report is only valid wh n signed and sealed by the President of KCI, and indicates the product as manufactured by the compan named below has been tested and meets the requirements of the referenced standard and is eligible fi r the application of FMA Keystone eertification Program certification labels. Licensee stipulates in affixl 9 certification labels to products, that those products are representative of the specimen evaluate and documented for certification authorization. Only prOducts bearing such a certification label shall be nsidered certified. Compj;~y fnformation: Product Information: GOrelt !Enterprises Model: G5305 Tilt Double Hung 1380 ~ayne Ave. Operator Type: DH Indian, PA 15701 Configuration: Bow Pjn Max Width: 54 ! Max Height: 77 RefeR need Standard: )~NSIlAAMAlWDMA 101/152-97 Product Rating: H-R30 54x77 Qualiti iog Test Information Test Report No: T137 -03 Test F eport Expiration: 4/2/2007 Authori~ed Signature: Keystone Certifications, Inc. 2545 Lori Orille. Suite 204 York, Pennsylvania 17404 Phone: 717-764-6278 Fax: 717-764-3049 WWW.keystonecerts.com Independen1 Certification and Inspection Agency .. PiIIIIIr,.,. I Stats & Facts I Publications I FBC Staff ! B' Product Approval USER: Public User Product Aooroval Menu> Product or Application Search> Application Ust > Application Detail FL# Application Type Code Version Application Status Comments Arch ived FL747-R1 Revision 2004 / Approved Product Manufacturer Address/Phone/Email Gorell Enterprises Inc. 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rgibson@gorell.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email J Quality Assurance Representative Add ress/Phone/Ema iI Category Subcategory Windows Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Referenced Standard and Year (Of Standard http://www. oridabuilding.org/pr/pr _ app _ dt1.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006 " c,- . , Standard) ANSIjAAMAjWDMA 101/1.5.2-97 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 Date Validated Date Pending FBC Approval Date Approved 10/14/2005 11/16/2005 11/28/2005 12/06/2005 Summary of Products FL# I Model, Number or Name Description 747.1 IG5115 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: PTID 747 R1 I G5155! Impact Resistant: PTID 747 R1 I G5155 ( Design Pressure: +/- PTID 747 R1 I G5305 ~ Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305! sill PTID 747 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 R1 I P5100 fi PTID 747 R1 I P5305 fi Verified By: 747.2 G5155 Double hung replacement 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: G5155 R40@44x60 R50@32xS4w/Mod sill 747.3 IG5195 Double hung replacement 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: GS195 R40@44x60 RSO@32x54w/Mod http://www floridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1Pm... 12/6/2006 '. sill I 747.4 IG5265 Double hung replacement 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: G5265 R40@44x60 R50@32x54w/Mod sill 747.5 IG5275 Double hung replacement 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: G5275 R40@44x60 R50@32x54w/Mod sill ~ 747.6 /lG5305 / Double hung replacement Lilnits of Use A...._ ~) Certification Agency Ce Approved for \.~ HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: GS305 R55@44 x60 R30@54x77 ASTM1887 impact level C 44 x 60 747.7 IGSVDH 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 RSO@32xS4Mod Sill 747.8 IGSVDH-2 nyl 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 I I Next DCA Administration Department of Community Affairs http://www. oridabuilding.org/pr/pr _ app _ dt1.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/612006 - -'0- 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 Ronda. All rights reserved. CODvriaht and Disci. Product Approval Accepts: ...~. 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Z N tOw W --' 0 --,f- '- w(f) -I --' I'-- -I => N z 0[2 w h "- 0") 0 a: '" > 2~ 0 -' C) Z o f- <c > W --' W 0:: o 0:: W f- X W <( --1- --' (f) f- U1 <c U I w 0:: 0... \;7 ~ <:J ILl C) Z <c --' '-'- 'Q "1 \; Z w w So f- W m --' --' Vi f-ui (/J 0:: <(w uI 16 w 0::'>- 0... m "" ~_ . c I. .. I . I I " I I I , I - I WtCQrtrft0-!r~ ....gh.. Engfn.eet1ng~l1-d~1;e$tingt ..'lnc~ CERTIFICIATION TEST REPORT GORELL MOPEL G5305 TIT.. T DOUBLE lIUNGWINDOW H-R30 (4'-6" X 6'-5") FOR GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Project No. T137;.03 412103 ,"" "'11/,,-,. -. ~ --- "'::" """'- ,...... .. 'c DANIElG. FARABAUGH, P .E. ,:-~,:>; ::;:;,' ;::.:-:- ~. 255'Saundef$ Station Rd. '., '._~_- . _ -~,,' ...~ 'n" 'trafford,PA1S085 ,:- c::..: . . '_,~ :' ~. ,~ .,. (412) 313-9238:':: - Keystone Commons. 515lltaddo<;k Avenue. Turtle creek, PA 15 '~~;~~@ (412) 824,.3316. FAX (412}a24-3367>~ ,:, , . .' ~'~.'-? ,~, " A~C(1 c.:> .i: "'A. . i{,('-.~. .-- ". ! . , . .' ~, . . . I"; '," \ I....,. _"__.t' .", I I I I II II II ,'.- . I , Ma~ufacturer: i nd,Iden:tification Pro -act Type: se~esnvfodel #~ I SP~ification: De~ignation: ,- Page 2 of6 OORELtENTERPRISES, .INC 13&0 WA~AVE INDIANA, PA1510l DoUble Hung Wmdow G5305 AA1vfAINWWDA 10111.$,2-97 H-R30(54" X 71") AAJvlAfNWWDA 101l1.S.2-97 GRADE 30 Pro~ttct Description: Attached T ~ Results; Te1'EQuiPrnent: Te~g Date: Attached .FET 3/17/03 De . ed assembly drawings shmving wall thickness of all members, corner construction and haJ:1 ware application are on fi1e~dhave beeneompared to the sample submitted, A copy of thi report ~d test sample will be retained at FET for a period of 4 years. The results obt' nedapplypnly to the specimen tested. No, conclu-Slotlsofanykindregarding the ad uacy Of inadequacy .ofthe glass in. the test '~men may be drawn form this test. i Th'la. b..o. ve.'. . resuI... .' t5., w. e.. re.sec. ur...edb. y usm.' .' g. the.. designa. .ted.. test meth. . .. Ods.. ."~.' th., ey indi~ate eo . pliancewith the ~ee reqwrements of the referenced specification. This report dos noteonstitute~eation of this product, whiehmay only be granted by the ce'ification program administrator. 7 I f '. ! I II i . . . I II I , Page 3 of6 G T t. sampleW8soomprisooof GQtellModel "05305" Tilt Double Hung Vinyl Prime, one- er~one{tiltloadingtype) double hung window, with an ovendl master frame size masuring 54" wide X 71'~higbX 3-1I4" wide. The bottom sash measured 50-1/8" wide X 3 "bighovemll. The top sash measured 49-1f4" wide X 37-l/S" bi~ overall. The frame erswere()f\VeIde.thni~redwith one screw in bottom coroersconstrttction. The sash C trlers 'iVereofWeldecimitered type COmer const:r'Ucti{}o. Bottom Sash had an exterior a1 'numscreen. Ea.ofrsash had (2) roam chirnneybloeks located in the jambs near the b artci.es;One foamebimneybloek for each side of each sash. Each perimeter frame member hoW's were filled with stirrofoarnpieces that measured to be 7fl6'~ x 9/16'. The bottom rail o the: bottom sash had a anti bow sway bar attached to the rail and when the window would sh t the bar would slide into an opening that was in the center of the sill. WEATHERSTIPPING QUANTTIY WIDTH X HEIGHf CWCBES) 0.187 '\V x .23" ht LOCA nON Center Fin Pile Sen1 1 none 0 none 0 Center Fin Pile Seal 1 Center Fin Pile Seal 1 si<ie face none none exterior face interior face 0.18'1" W x .23" ht O.lS7"w x .23" ht Center Fin Pile Seal O.181"wx.23" ht exterior face Center Fin Pile Seal Foam Filled Bulb Vinyl with Fin Center FinPile Seal Center Fin.Pile Seal CenterFixi :Pile.. Seal Center fin Pile.Seal Pile Seal 1 I 0.187" wx .23" ht 0.3125" Dm. Bottom face Bottom face 1 1 1 I 1 0.187" w x .23" ht O.1~7~w x.23" ht O.l8Twx .23" ht O.laTw x.23" ht O.lUw x .35" ht Exterior face Side ~ ExterilJrfa~ Side face l$ri()r faee raton and Other Hardware: . sash had two sets or(4)constant force balance shoes, one per jamb. One earn-type p tock was attached to the center ofthe bottom sash meeting rail with keeper on top sas meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top f' .and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) scr . at each end of the bottom horizontalrnils ofthetopand bottom sash. Each sash had a lift ilwith the top sash lift rail on the tOp ratl and the bottom sash tift rail on the bottom rail. ... .". . . . . .' II , II- I I I .' Page 4 of6 azmg System:: . .. . Esash was emenot drop glazed with 7f$,dthickinsulated glass using double-sided foam gl.ngtape. The sash utilized two (liS") thick clear annealed glass lites with a 5/8" ntinuou$ metal $~tef. An exterior $Ilap-insingle leafdual durometer rigid vinyl-glazing b ad securedthegfass, eep Roles: T . 0 (318" x 3132") weep slotswerelQeated at the glazing track through the bottom of the to sash bottom horizontal rail, one 4-1/8" from each end. Two (1/4" x 3132") weep slots w reloeatedat the glazing track of the bottom sash bottom hori+ontalrail.,one 2" iTom each . . One (318" x 3116") weep slot were located just above ~hofthe pivot bars on the ends o the bottom sash rail of the both sashes. Two (lI2" x I 18") baffled weep slots were located o the exterior face of the sill, each one 1-7/8" from each end. Four (112" x 1/8") weep slots w re located on the inner chamber wall of the sill, two on very end of each side. Two (1/2" x 116") weep slots were located on the interior of the sil~ one 1-314" from each end. The me sill was a sloped sill. Three (3/8" diameter) baffled weep holes were located on the omrail of the screen, one weep in the center and one 5-3/4" from each end. Se lant: Si1 cone sealant was applied to all the following areas: · Entire bottom of the sill to buck intersection.. · Screw heads hole openings used for anchorage of the frame to buck. · Exterior and interior offrame to buck intersection. · A W' wood Shim 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/flange intersection. A borage: A 1 4" wood shim was attached with'silicone to the perimeter of the buck frame. Two ad . tional W' wood shim strips were attached at eachjarnbsCrew attachment to the wood bu k. The frame was attached tothe buck using 2" long wood screws along with silicone at the sill and on the exterior a.'1d interior perimeter of the fhL~e to buck intersections. Eac.l-t was. attached withtive sets of2"IOtlg screws. The header was attached withthtee sets ood screws. Each set of screws consisted of a screw located on the interior jamb track one screw located on the exterior track of the frame. Each set of screws were attached el to ea.ch othef'. The sill was secured using a built up of wood that was secured to the and then the sill was attached.withsillcone to the wood. The exterior of the sill then a trim attachment and was secured to the frame sill and buck using silicone. . '. , . ' II . I ,......':.., I I - , rNO.T137'll3 ..... . "...."'........ ... ... GO~ . ~;Jft5.~ .DO~~EJlUNGWnmOW . . ''t.1tesQJls +:ranb I I i 2'f.2 i I I I i 2. t.3 2. .4.2 2. .7 2. .8 1.6.1 l'est1'i~t~1 .. Re(t~eei'!. Test1\ttethod Test Results Page 5 of6 Allowable G~(!1!!~!:i!?erfor~nce R,et1Uil'em@ts Air JIIfilitation Test (ASTM E:-283-91) . @ L57psf 0.09 cfin/sf 0.30 cfinlsf TFt(! test Specimen meets the peifonnanCe levels specified in AANa1VWWbA JOill.S.2-97 for Air Irrfiltration. Water Resis:L"\uce Test (ASTM E547-96) @ 2.86psf(w & wo screen) No penetration UnnormLoad Structural Test (see optional performance results) Welded Corner Test Meets Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) See. 10.1 Lock Manipulation Test Sec. 10.2.1.1 Test Al See. 10.2.1.2 Test A2 See.IO.2.I.3 Test A3 Sec. 10.2.1.4 Test A4 Sec. 10.2.1.5 Test A5 Sec. 10.2.1.6 Test A6 Sec. 10.2.1.7 Test A7 Sec. 10.1.1.8 Lock Manipulation Test No Failure No Failure No Failure No Failure No Failure No. Failure No Failure No Failure No Failure St1f!Citic. Window Performance Results Operating Force Test top sash bottom sash 30 Ib up~lllb dn 28 Ib up. 8 lb dn No penetration As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated 301b 30 lb . ' piject No~ T131-03 . GORELL"GS305" DOlJBLJ;; RUNGWlNOOW Te~fResUti(eont_) TestR~a.lts taRb 2~~. 1.6.2 I . . . . I I .- - I I 4 ..,i .-'1 I 4.4r2 I I 1:e~1;itle J .Rd"erencedT~~tMethotrl DegiazjngTest (AStME987..U, Method B) TnlJ sash left stile @ 50 fuf right stile @ SO Ibf top rail @70Ibf bottom.rail@70Ibf Buttom sash left stile @ 50Ibf right stile @ 50 1M top rail@ 701bf bottom rail @ 70 Ibf OotionalPer(ormance Results Water Resistance Test (ASTM E547-96) @ 8.25 psf (w & wo screen) Uniform Load Structural Test (ASTM E-3:30-97) @45 p.sfpositive @ 45 psfnegative @ 45 psfpositive , @ 45 pSt negative *' ~ K ........... .. ~ T"''f.4;:'-_ ft . : - ~vlax1muIu ~.\.vn:nat1ons. I I i Page 6 of6 Allowable 13% <100% 13% <100% 13% <100% 13% <100% 13% < 100% 13% < 1 00% 6% <100% 6% < 1 O~.'O No penetration 0.073" * 0.089" * 0.013" * 0.076" * No penetration (O.4%xL) O. I 97" 0.191" 0.152" (stile) 0.201" (bot. rail) . ~,,~. A..._ "0 -a !e'n .-0 !"'~ d~ ~g .. to . fT1 ~ ...,., Fx. ~:.r.l . )00....... ::e "'" , (') . fit~ g fA -I (;) "0 a ~: ~ pt. . i: =r o ::z 10~' . ,.. ~Jf. a! Fi!Z fT1~!; p~ .....~tt' z~ ~i~ gCi6 . - ;0 -fA ~~ .c . I x- u ~ ~. ~ o AJ C i; J'IJ ;;;II: fn is :z: >- I 0UlSIDE ~~~... "-'''-. ~ ~ ...... .... "'U> ~~ 'V:t: co . Jl!!-.u nm a:; m'1'"' 00 0' a!i .r.::tl .. Y>. 1f~ E =g t-vd z g;~ 5' ..e .PJ.J'; .!:.e .c .j3 ~ -:J!:o-apz~__~. o.~ - =~Q~Egn~i ' go]lO :..~-@lk_ti2.. . ~ a :g8~fi;Q Q14 . . !it i ~'im~7'~~iI' Q. j I ~!<~i ~!!t~~ ;;.... A~:_ ;Z;~1I:::=- .,.. 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