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HomeMy WebLinkAbout10-10679 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10679 BUILDING PERMIT Permit Number: 10679 Address: 7918 MERCHANTVILLE CIR Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CRESTVIEW HILLS Est. Value: Parcel Number: 35- 25 -21- 0120 - 00000 -1390 Improv. Cost: 7,600.00 .. Date Issued: 7/07/2010 Name: DOMALIK, NEIL & HEATHER Total Fees: 105.00 Address: 7918 MERCHANTVILLE CIR Amount Paid: 105.00 ZEPHYRHILLS, FL. 33540 Date Paid: 7/07/2010 Phone: (813)783 -8034 Work Desc: REPLACE 3 WINDOWS /1 SLIDING GLASS DOOR SIZE /SIZE •U - IN BUIL' 105.00 frp7171/0 titeeose-- f\ _ ° Zi."72 UMW, 2tITA Satan I 1 g Fss - Ni 'sU ' - LUMB M 1 ' LA • 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 1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: a, y a made e t' l cI w i. Date Received: - 2 c? Site: - 7 1 / Cr ive rd --- U: (l2 Permit Type: C,c) -;d( kep 1 a( ene, t 7 Approved w /no comments: ❑ Approved w /the below comments: Cr Denied w /the below comments: ❑ .ce 00 J SC This comment sheet k- . 'th the permit and/or plans. ,ems r I / /.. tdiaLij Kalvin witzer - P1.4 xaminer Date Contractor and/or Homeowner (Required when comments are present) This space for use by Clerk of the Circuit Court only. 4:f"' VV / l Lr 1) '� S -6 3 7 -"2, �L / - 0 FFF . __ � 111111111111111111111111111111111111111111111111 I I I 1 11111111 2010092952 NOTICE OF COMMENCEMENT Rcpt : 1312952 Rec : 10.00 DS: 0.00 IT: 0.00 Permit Number: 06/29/ 10 C . Cook, Dpty Clerk Tax Folio No. 3S 000 1390 The undersigned hereby gives notice that improvements will be made to certain real property, and in with Section 713.13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. ff 1. L scription of property (street address aired): t � �b H ILLS PS $S FfSj %9L& ter ■sei O) E. a. l i ME2�MAarCviu� Gip_ E PN � 4- ►4tu.5 ft.e 3354D 73 N D m 2. General description of improvements: 3 WI f Jf r S 1 SLI 00 61 45e 0902 m z /y3 m . W~ r- 3a. Owner Name: 9 EQI .• DO A V i V_ ("u -. Own Address: a'`l t$ MI:Qe.NAtoTt11ux &I II. 'LEAN 414.1CIAS alb 336 Cna o 3b. Owner's interest in site: tOO * OV sA ii I D m o 3c. Fee Simple Title holder (of other than owner) N 1A -o 1-. ° L1 n A ess: r O m 4. Contractor Name: AA MA0f— t4IJJ00 -w 3" Address:S /33 4011A g 1-4 Phone: 34:3 a3 a % (9 C �~ 5. Surety Name: Amount o n ; w a t � v Address: Phone: V ■ o r 6. Lender Name: Contact r m Address: Phone: m I, 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7, Florida Statutes. Name: _ Address: Phone Ntimber. 8. In addition to himself, Owner designates the following person to,receive a copy of the Lienor's Notice as provided in Section 713.13(10), Florida Statutes. Name: Address: - Phone Number: 9. Expiration date of Notice of Commencement (expiration date is one (1) year from 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 1, 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE • MMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. / Signature of Owner or Owner's Authorised Officer/Director/Partner/Manager STATE OF FLORIDA COUNTY O P4SG() 4 The foregoing � , instrument was / ac c k n owledge before me this ) 4 - da y of J�� � C , 20 a 0 , by 1' V Y t ( DO ` "'4 4 , as O ti/'&.J.- for d a� . Personally Known OR Produced Id tification Type of Identification Produced CDC.. r _,► Signature Public Under penalties • . % I dec that I h: - .. e foregoing and that the facts stated in it are true tattle best of my knowledge and belief Signature of Natural Person S : �t •. •_ ' bove (A copy of any bond:mast:beamched at the time of recordation of this Notice of Commencement) ', ; ip " !( t ,: dpaAINeCeua GODSEY ' ''_ MY COMMISSION # DD913786 • ,t cs�; August Au ust 25, 2013 , (407) 398 -0153 Noncia NolaryService.com STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE INITNES HAND ND OFFICIAL SEAL THIS cV DAY OF , � /y( , ( , 2 0/6 PAULA . O'NEIL, `� R / K �/� & BY A,4(.1. ., (.44.A& DEPUTY CLERK 813 -780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department ,_?(77 7, Date Received - 2.9 - 1 0 Phone Contact for Permitting 74- a3 ! -- 0033 #' 10 Owner's Name Ni GlL.. ZYCIWN 14y,__ Owner Phone Number Owner's Address q IS MUCHAtalUIU,E Gt 2 Owner Phone Number Fee Simple Titleholder Name NI A Owner Phone Number Fee Simple Titleholder Address s M JOB ADDRESS ` -C1 it •' i ANfiI) i Cl S' C1n LOT # SUBDIVISION (IL5f' '' I-1 1 C c� S PARCEL ID# g`� 0 " \© i. o 00 , 3') 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR I I ADD /ALT I I SIGN I I MOVE I I DEMOLISH INSTALL I REPAIR PROPOSED USE I 1 SFR 1 1 COMM 11 OTHER I I TYPE OF CONSTRUCTION I I BLOCK I I FRAME 1 1 STEEL 1 1 OTHER I DESCRIPTION OF WORK -7 t N D 0 S / St /)/ , I,(ASS Go ad. s, t!o L s l LT BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ �]_ r )O VALUATION OF TOTAL CONSTRUCTION '( I I ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY I I W.R.E.C. AD. L/7. I 1 PLUMBING $ J I 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 1 GAS 1 1 ROOFING 1 1 SPECIALTY I 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES I INO 1► WOOL- ill 3111101111, _ .1 � S COMPAN ` SIGNATURE ,= ��, �. - ` REGISTERED MIMI FEE CURRENT Y / N 4 l Address 54.33 M � �.- icense# C. t. 0 0 (1I ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y / N I F - - : C T '/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # I- I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address License # F 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. 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 IMPACTIUTILITIES 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'SIOWNER'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 , pools air conditioning, gas, or other installations not specifically ncluded en the application. electrical plumbing, signs, wells, A , ono 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 unless t a correcti he work au thorized by of error s in Ph n permit construction commenced within within six a months of permit issuance, suance uordif shall become work authorized by unless tty su p e permit is suspended o, from the Building Official for a period not to exceed period ninety may (90) days and will demonstrate may be e requested, in in writing, justifiable cause for the r the extension. If work ceases for ninety (90) consecutive days, ` j ob is considered abandoned. WARNING OWNER: YOUR FAILURE TO RECORD A TO YOUR PROPERTY. NOTICE IF YOU INTEND TO OBTAIN FINANCING, r CONSULT P TWICE FOR IMPROVEMENTS - 0 ' • F CO ■ � ENCE WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO / FLORIDA JURAT (F.S. 117.03) Allr CONTRACTOR • J ...16.110 — OWNER OR AGENT Subscribed and a ern to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this ey 30v1PJ MINc..L44, by Who is /are personally Who is /are personally known to me I has/ cats known to me or has /have produced produced as identification. as identification. Notary Public Notary Public G. Commission No. Commission No. raQ <vN' °", rreN14S RCN _F- -1C (30DSEY _1 •= r� � C :" + : >!C i ;t 00913786 1Q 1 Q Q? Name of Notary typed, printed or stamped Name of Notary typed, printed or o f p,o,;dar:o ".ar,Service.com Pasco County Parcel: 35 -25 -21 -0120- 00000 -1390 001 Page 1 of 1 Data Current as Of: Imo- Weekly Archive - Saturday, June 26, 2010 I Parcel ID 1 35- 25 -21- 0120 - 00000 -1390 (Card: 001 of 001) Classification 11 01 - Single Family Mailing Address Final 2009 Value DOMALIK NEIL S & HEATHER L Ag Land $0 7918 MERCHANTVILLE CIR Land $25,704 ZEPHYRHILLS FL 33540 -2073 Building $77,401 Physical Address Extra Features $1,140 7918 MERCHANTVILLE CIR ZEPHYRHILLS FL 33540 -2073 Market Value $104,245 Legal Description (First 4 Lines) Assessed (Non - School Amendment 1) $104,245 See Plat for this Subdivision •1.' Taxable Value $104,245 CRESTVIEW HILLS PB 53 PG 124 LOT 139 OR 8307 PG 1264 I Land Detail (Card: 001 of 001) I Line II Use IlDescriptionll Zoning II Units II Type II Price II Condition 11 Value I I 1 II 0100 II SFR II OPUD II 6,300.00 II SF II $4.08 II 1.00 0 $25,704 I I Additional Land Information I I Acres II 0.14 II Tax Area l' 30ZH II FEMA Code II -- IlResidential Codell CVHLLP1 I 1 Building Information - Use 01 - Single Family Residential (Card: 001 of 001) I Year Built 2005 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Ceramic Clay Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line II Description II Sq. Feet I Repl. Cost New I 1 II BAS II 1,350 II $70,646 I 2 II FOP II 90 I I $1,204 ( 3 II FGR II 360 �I $7,536 I Extra Features (Card: 001 of 001) Line II Description I Yea — ll Units II Value I 1 II DWSWC 2005 616 I $1,140 I Sales History I Previous Owner I JN) ENTERPRISES LLC I Year I Month I Book /Page II Type 11 Amount 2010 II 03 I 8307 / 1264 II WD 0 $92,500 2007 II 10 I 7691 / 1296 II WD II $40,100 I 2007 II 02 I 7398 / 1741 II WD II $0 http: / /appraiser.pascogov. com/ search /parcel. aspx ?sec =3 5 &twn =25 &rng=21 &sbb= 0120 &b ... 6/29/2010 Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 2007 F.B.C. 3) If windows are to be installed inside the historical district, they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. i . . - Wli WORK ORDER DURAMADE WINDOWS &DOORS State Certified Specialty Contractor License # CBC010111 INCORPORATED Customer Name Ale ( q } f4 1 e f it 0 i cc J I k MHP/ Subdivision Cree r We w /'/i is Job Address 7 9 / $ YYI,rehorn t l / le c- r`Gle City Zr phyr in i // s 1z Zip 3 3 5 O Phone (Fr73) 78 - 3 WORKSHEET SUBMITTED BY Soh', J<n 7 DATE: ( Window Window Window 7 WINDOW PLAN: `^ 4 J N6 "" Show window locations by 1 \/1-) number on inside of drawing. ' ZtU %2 1 � 1 If additional areas are neces- sary, draw ENTIRE PLAN on seperate sheet and check below. < St /. .2) < > < > EJSEE DRAWING ON SEPERATE SHEET. V) L Window Window K (:� H Window r7 •12 r —F'�" _ -° 2 3 'l o Q < 8' ) < > < > Window Window Window *3 *6 *13 Ck ' Q ' 60%2 <3 > < > < > I.._ � I� ' FRONT CIRCLE RESPONSES Window Window Window Large Outside Trim Y O *4 *9 *14 Siding on Home Y CEP Awnings covering screws Y T) CO, 60 I/ SPECIAL INSTRUCTIONS: hro n -r W Y r o W 1.14 5 < 3 J O > < > < ) CHECK ❑ FINANCE 0 VISA ❑ MASTERCARD Window Window Window *5 *10 *15 00 TOTAL 7, 6 0 DEPOSIT I O O . BALANCE 7, s ao . < > < > < > DIRECTIONS TO HOME: 5-305 "s� - (7� - Page 1 of 2 • 1- Bu ilding Code Onl ,= ,,tz,::,,,,,, corriniunity - M ,,, ...,,i. . . r v..... 'd a 4f:0-4alk:i BCIS Home Log In i User Registration Hot Topics i Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links t 1 1� " ` fi Product Approval y t `` USER: Public User Cci� ilt�k 1\i'' f 5 ._. ; Product Approval Menu > Product or Application Search > Application List > Application Detail ISSEREEDREEMSOM FL12646 iF Application Type New � �' " , Code Version 2007 �x ', Ea c � Application Status Approved a xu l - ,.. . , Comments REVIEW DATE �' ("1 0 Archived Product Manufacturer Goren Enterprises Inc. CITY OF ZEPHYRHILLS A Address /Phone /Email 1380 Wayne Ave. PLANS EXAMINER c Indiana, PA 15701 (724) 465-1839 rgibson @gorell.com Authorized Signature Richard Gibson rgibson @goreli.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 American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Ye AAMA /WDMA /CSA 101/I.S.2/A440 20L Equivalence of Product Standards Certified 13y Product Approval Method Method 1 Option A Date Submitted 05/15/2009 Date Validated 06/17/2009 Date Pending FBC Approval 06/24/2009 Date Approved 08/11/2009 Summary of Products http : / /www. fl orid abui lding. org /pr /pr_app_dtl . a spx ?param =wGEV XQwtDq... 11/23//009 r� �� wilding Code Online Page 2 of 2 ,Model, Number or Name Descri . tion FL # M 12646.1 G5305 1 G5305 Double Hun. R50 44 x 63 Certification Agency Certificate Limits of e Use o I FL12646 RO C CAC G5305 DP50 AAMA APC 44 x 63.9 Approved for use t No Quality Assurance Contract Expiration Date Approved for use outsside ide HVHZ: Yes 105/04/20 13 Impact Resistant: No !Instal on Instructions Design Pressure: +50/-50 FL12646 RO II P5305 fastener w wood stops S-11-09. Other: � Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12646.2 G5305 G5305 Double Hung R35 52 x 72 _ Certification Agency Certificate Limits of d Use I FL12646 RO C CAC G5305 DP35 AAMA APC 52 x 72. Approved for use HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes I ' 05/04/2013 Impact Resistant: No 'Instal aon Instructions Design Pressure: +35/-35 FL12646 RO II P5305 fastener w wood stops 5- 11 -09. Other: Verified By: American Architectural Manufacturers 'Association I Created by Independent Third Party: (Evaluation Reports Created by Independent Third Party: Back I I Next 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 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param = wGEVXQwtDq... 11 /23/2009 • - L - i AAMA (Validator / Operations Administrator) CERTIFICATION PROGRAM r AUTHORIZATION FOR PR ODUC T CERTIFICATION Gorell Windows & Doors 1380 Wayne Ave. Indiana, PA 15701 Attn: Dan Davis The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMANVDMA/CSA 101/I.S.21A440 -05 RECORD OF PRODUCT TESTED H -R35- 1321 x1829 (52x72) CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED COMPANY AND PLANT LOCATION NO DESCRIPTION G5305 DH FRAME SASH 1380 Wayne Ave. GOR -1 ( PVC 0ll Windows & Doors 1321 mm x 1829 mm 1226 mm x 902 mm 1380 )� X/X OG )( ) Indiana, PA 15701 (INS GL)(TILT)(ASTM) (4'4" x 6'0 ") 4'0" x 3'0 ") 2. This Certification will expire May 4, 2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 91291.01 -501 -44 Date of Report: May 13, 2009 Validated for Certification A J-I "AAL A .ted Laboratories, Inc. i Authorized for Certification Date: May 14, 2009 Cc: AAMA F` ¢ JGS Ameri hie ural an curer Association ACP -04 (Rev. 8/06) Z 2 = w ® Q m CO r v XD M wD_ ' - !X 6 • u I I II 1 - _ y ■ 0 EN d1�- 4. . 1 _ 1 9 o I° j cni P rn m co z 0 D F D = `t f*1 m z z o o cii LI w N �� z o 0) W N O rn D > > _ mo Dap=cn E cn D Z in 7 +— z u) � U n = o zo vm > .c.:' xi -<z z gc _ 55 , / Z ` % D m - D i m 4 � 'n= I D n m m > ›. = D D m P\ _ o D w cn o � = z 1 Q C 7 l L. Z2 co Z o o o �- D o�IIIf- * Z O v ° t- �I I 2 z gip CO C— 0 NJ 1� z o 2 z 116-7.11 I m = O Z D 0 uirmu I4' m y m m go ( _ xr CI z o Q r z z co o o D = o ii , z En o r -� w v i ' F ic,rida 8uilding Code Online- NDip D Page 1 of 3 3 r *t f airs C . i y III ma c t-4t7 ( 9 b ;, BCIS Home I Log In I Hot Topics I Submit Surcharge 1 Stats & Facts 1 Publications I FBC Staff j B 2 IAA di 1- 1(4-377,,,::: , Product Approval 0 „3f' USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10920 p Ct314 U.NrY PLAN 3 Application Type New � Code Version 2007 it �� Application Status Approved MME' Comments 1. OFFICE OF IE Archived :..-1E.GPETAKY 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. httr,•/ /xxnxnx, fin allxiilAivxn nrcr /r.rinr arxvx At] acnv7r earam— xxrr IGATX(1xxrtTlnxrillTQ(:Qw 1 1 /7 / ')nnR • Florida Building Code Online Page 2 of 3 Referenced Standard and Year (of Standard) Standard AAMA /WDMA /CSA101 /IS2 /A44( Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/23/2008 Date Validated 09/11/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products I FL # Model, Number or Name I Description 110920.1 1G6352 I DP 50 2 lite vinyl sliding Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL10920 RO C CAC 635 Approved for use outside HVHZ: Yes 135CAR.pdf Impact Resistant: No Quality Assurance Cont Design Pressure: +50/ -50 11/20/2008 Other: 71 x 80 Installation Instruction FL10920 RO II P6302 -6 revision.pdf Verified By: Keystone Ce Created by Independent Evaluation Reports Created by Independent 110920.2 G6352 DP 50 2 lite vinyl sliding p Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL10920 RO C CAC 635 Approved for use outside HVHZ: Yes 135CAR.pdf Impact Resistant: No Quality Assurance Cont Design Pressure: +50/ -50 05/28/2012 Other: 71 x 80 Installation Instruction FL10920 RO II P6302 -6 revision.pdf Verified By: Keystone Ce Created by Independent Evaluation Reports • httn://www.floridahlrildina nra /nr /nr Ann rl tl acrw9naram_xxrf1: \Ty 1 1 h »nno Florida Building Code Online Page 3 of 3 1 11 II Created by Independent I Back I Next 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 -2005 The State of Florida. All rights reserved. Copyright and Discl Product Approval Accepts: L.1 seetirod VERIFY i .�.�_...._._..... http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXOwtDavihT9G9wJ11c... 11 /26/2008 • Document Title: Doc No: FRM B1 -02 Structural Performance Rev No: 6 Page: 1 of 1 'STOW Certification Authorization Report Required By: PRO B1 -03 CAR & Product ID Number: 022 - 135.0 Issue Date: 6/10/2008 Revision Date: 6/10/2008 Expiration Date: 5/28/2012 Company Code: 022 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Gorell Windows & Doors, LLC Model: 6302/6352 Sliding Glass Door 1380 Wayne Ave. Operator Type: SD Indiana PA 15701 Config: EM /IM /SR Max Width: 71 Max Height: 80 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440 - 05 SD - R50 1797x2019 (71x80) Qualifying Test Information: Test Report No: 83040.01- 501 -44 Test Report Expiration: 5/28/2012 Authorized Signature: a ' Digitally signed by Marcia P. Falke Keystone Certifications, Inc. DN: cn= Marcia P. Falke, c=US, 1790 Old Trail Road, Suite D _c- o= Keystone Certifications, Inc., Etters, Penns lv . pu= President, y anla 17319 _ einall= mfalke @keystonecerts.com Phone: 717 -932 -8500 ' - Reason : l am approving this document Date: 2008.06.10 15:02:58 -04'00' Fax: 717- 932 -8501 www.keystonecerts.com Architectural Testing AAMAIWDMA/CSA 101/I.S.2/A440 05 TEST REPORT Rendered to: GORELL ENTERPRISE, INC. SERIES/MODEL: 6302 / 6352 / 6402 PRODUCT TYPE: PVC Sliding Glass Door, Type OX It- Summary of Results Title Test Specimen #1 Test Specimen #2 with Test Specimen #3 Model 6302 aluminum with steel reinforcement reinforcement Model 6352 Model 6402 Primary Product Designator SD-R35 1797 x 2019 SD -R50 I797 x 2019 SD -R50 1797 x 2019 (71 x 80) (71 x 80) (71 x 80) Design Pressure * *±1680 Pa (+35.11 psf) * *±2400 Pa (+50.16 psf) ±2400 Pa (+50.16 psf) Operating Force (in motion) ** 45 N (I0 Ibt) N/A N/A Air Infiltration ** L I 1 L/s /m N/A (4.22 cffn/tt`') N/A Water Penetration Resistance ** 360 Pa (732 psf) N/A N/A Test Pressure Uniform l- Pressureetural Test * *± 520Pa (+52.66 psf) * *±3600 Pa (+75.24 psf) +3600 Pa (+75.24 psf I Forced Entry Resistance * *Grade 10 N/A N/A Test Completion Date: 09/12/08 This report contains in Its entirety: `�o''' ` Qi��, iet Cover Page: I page RF �. Report Body: 10 pages Drawings: 20 pages -- ° ssa�s = -23 STATE OF =- 2008.09.12 16:28:42 - 04'00' Reference must be made to Report No. 83040.02- 501 -44, dated 09/12/08 for complete test specimen description and data. Reference Architectural Testing, Inc. Report No. 83040.01- 501 -44, dated 05/28/08 for these test ( * *) results. 1140 Lincoln Avenue Springdale, PA 15144 phone: 724 -275 -7100 fax: 724- 275 -7102 www.archtest.com • Architectural Testing AAMA/WDMA/CSA 101/1.S.2/A440 -0S TEST REPORT Rendered to: Gorell Enterprises, Inc. 1308 Wayne Avenue Indiana, Pennsylvania 15701 Report No.: 83040.02-501-44 Test Date: 09/12/08 Report Date: 09 /12/08 Expiration Date: 09/12/I2 Project Summary: Architectural Testing, Inc. was contracted by Gorell Enterprises, Inc. to perform testing on three Series/Model 6302 / 6352 / 6402, PVC sliding glass doors, type OX at the ATI test facility in Springdale, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: SD -R35 1797 x 2019 (71 x 80); Test Specimen #2: SD -R50 1797 x 2019 (71 x 80); Test Specimen #3: SD -R50 1797 x 2019 (71 x 80). Test specimen description and results are reported herein. The samples were provided by the client. Reference Architectural Testing, Inc. Report No. 83040.01- 501 -44, dated 05/28/08 for these test ( **) results. Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101 /I.S.2/A440 -05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 6302 / 6352 / 6402 Product Type: PVC Sliding Glass Door, Type OX Test Specimen #1: SD-R35 1797 x 2019 (71 x 80) Overall Size: 1797 mrn (70 -3/4 ") wide by 2019 mm (79 -1/2 ") high Panel Size (2): 908 mm (35 -3/4 ") wide by 1943 mm (76 -1/2 ") high 1140 Lincoln Avenue Springdale, PA 15144 phone: 724 -275 -7100 fax: 724- 275 -7102 www.archtest.com • Akk 83040.02- 501-44 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Test Specimen #1: SD -R35 1797 x 2019 (71 x 80) (Continued) Screen Size: 908 mm (35 -3/4 ") wide by 1964 mm (77- 5/16 ") high Overall Area: 3.6 m (39.1 f 2 ) Glazing Type: The panels were glazed with a nominal 7/8" thick insulating glass fabricated with two sheets 1/8" thick clear tempered glass and a "U" shaped steel spacer system, single sealed. The insulating glass was set from the exterior against a butyl sealant and secured with rigid vinyl glazing beads. Reinforcement No reinforcement was utilized. Test Specimen #2: SD -R50 1797 x 2019 (71 x 80) Overall Size: 1797 mm (70 -3/4 ") wide by 2019 mm (79 -1/2 ") high Panel Size (2): 908 mm (35 -3/4 ") wide by 1943 mm (76 -1/2 ") high Screen Size: 908 mm (35 -3/4 ") wide by 1964 mm (77- 5/16 ") high Overall Area: 3.6 m (39.1 ft Glazing Type: The panels were glazed with a nominal 7/8" thick insulating glass fabricated with two sheets of 1 /8" thick clear tempered glass and a "U" shaped steel spacer system, single sealed. The insulating glass was set from the exterior against a butyl sealant and secured with rigid vinyl glazing beads. Reinforcement: Extruded aluminum reinforcement was utilized in both meeting stiles (Reference Drawing No. 19035). Test Specimen #3: SD-R50 1797 x 2019 (71 x 80) Overall Size: 1797 mm (70 -3/4 ") wide by 2019 mm (79 -1/2 ") high Panel Size (2): 908 mm (35 -3/4 ") wide by 1943 mm (76 -I/2 ") high Screen Size: 908 mm (35 -3/4 ") wide by 1964 mm (77- 5/16 ") high Overall Area: 3.6 m' (39.1 re) 83040.02- 501-44 Architectural Testing Page of t0 Test Specimen Description: (Continued) Test Specimen #3: SD -R50 1797 x 2019 (71 x 80) (Continued) Glazing Type: The panels were glazed with a nominal 7/8" thick insulating glass fabricated with one sheet of 1/8" thick clear tempered glass (exterior), one sheet of 15/32" thick clear Iaminated glass (interior), separated by a "U" shaped steel spacer system, single sealed. The laminated glass was fabricated from two sheets of 3/16" thick clear annealed glass and a 0.090" thick Dupont PVB interlayer. The insulating glass was set from the exterior against a butyl sealant and secured with rigid vinyl glazing beads. Reinforcement: The lock stile and both meeting stiles contained a roll- formed steel reinforcement (Reference Drawing No. 17011). Tire fallowing descriptions apply to all specimens Finish: All PVC was white. Frame Construction: The frame was constructed of extruded PVC with coped and mechanically secured corner construction. Each comer contained a foam gasket and was secured with five #8 x 2 -1/2" long screws, and back-sealed with a silicone sealant. A snap -in, extruded aluminum roller track was located at the interior sill track. A formed aluminum threshold was attached to the exterior sill track at the operable panel with three #8 x 3/4" long screws, evenly spaced. A rigid PVC fixed lite support was located at the exterior sill track at the fixed panel, and sealed with a silicone sealant Extruded aluminum panel supports were located at the head and sill at the fixed panel, and at the head of the operable panel. Each aluminum panel support was secured using three #8 x 1 -1/2" long screws, evenly spaced. Panel Construction: The extruded PVC panels were of mitered and welded corner construction. Each meeting stile utilized a snap -in rigid PVC interlock adapter. Each adapter was secured with five #6 x 3/4" long screws, evenly spaced. The fixed panel was secured to the jamb with four #8 x 1" long screws through the stile, evenly spaced. Weatherstripping: Description Quantity Location 0.187" backed by 0.230" 3 Rows Jambs high center fin pile 0.187" backed by 0.230" 1 Row Interior sill Ieg, both interlock high center fin pile adapters, and the interior side of the threshold *" --..**16 V 83040.02- 501 -44 Architectural Testing Page 4of 10 Test Specimen Description: ( Continued) Weatherstripping: (Continued) Description Quantity Location 0.187" backed by 0.230" 2 Rows Top and bottom rails of high center fin pile both panels 3/4" high Adhesive - backed Z Head and sill at pile pad interior interlock 0,187" backed by 0.500" I Row Screen stile at high pile interlock side 0.187" backed by 0.I30" I Row Screen stiles and rails high pile Drainage: Description Quantity Location 3/4" wide by 3/8" 2 Sill, exterior track wall at the high weep slot active panel one midspan, and one at jamb 3/8" diameter weephole 2 Sill, exterior track waII at the fixed panel, one at midspan interior, and one at jamb end exterior 3/8" diameter weephole 4 Vinyl sill adapter, two at midspan and one at each end 1 -1 /2" wide weep notch 4 Sill, screen retention leg removed two at midspan, and one at each end 83040.02 - 501-44 Architectural Testing Page 5 of 10 Test Specimen Description: (Continued) Drainage: (Continued) Description Quantity Location 5/8" wide by 3/16" 2 Sill, roller track vinyl tower through high weep slot both walls one at each end 3/8" wide by I /8 " 4 Glazing track of the bottom rails, deep weep notch one on each end Hardware: Description Quantity Location Dual arm lock with 1 Lock stile, 35" From bottom handle and mating keeper rail with keeper at jamb Metal roller assembly 2 Operable panel bottom rail, one on each end Screen Construction: The rigid PVC screen frame was of mitered and welded corner construction. The frame contained four adjustable plastic glides, one at each end of the top and bottom rails. A fabric mesh was secured with a flexible spline. The vertical frame members contained a "U" shaped aluminum reinforcement (Reference Drawing No_ 18044). Installation: The units were installed in wood bucks constructed of Spruce -Pin -Fir construction lumber. The unit was fastened through the frame with nineteen #10 x 3" long screws. The head was fastened to the buck with three screws, one 6" from each end and one midspan. Each jamb was fastened to the buck with eight screws, four per track, located 6" from each end and spaced 22" on center. The head and sill were also fastened to the buck with two #10 x 3" long screws, one through each aluminum panel support at the end location nearest the meeting rails. The keeper was secured with three #10 x 3" long screws through the jamb and into the wood buck. The sill was embedded in silicone sealant. The interior and exterior perimeter of the frame was sealed to the wood buck with silicone sealant. 83040.02- 501-44 Architectural Testing Page 6of Test Results: The temperature during testing was 20.5 °C (69 °F). The results are tabulated as follows: Paragraph Title of Test - Test Method Results AIlowed Test Specimen #1: SD-R35 1797 x 2019 (71 x 80) 5.3.1 Operating Force per ASTM E 2068 ** Initiate motion 90 N (20 lbf) I35 N (30 lbf) Maintain motion 45 N (10 Ibf) 90 N (20 lbf) Locks 27 N (6 lbf) 100 N (22.5 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 ** 75 Pa (1.6 pst) 1.11 Llsfm 1.5 L/s/m (0.22 cfmfft (03 cfmlft max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAJWDJtf4JcSA 101/I.S2/A$40 -O5 for air leakage resistance. 5.3.3.2 Water Penetration Resistance per ASTM E 547 ** See Note #2 5.3.4.2 Uniform Load Deflection per ASTM E 330 ** See Note #2 5.3.4.3 Uniform Load Structural per ASTM E 330 ** See Note 112 Note 0: The client opted to start at a pressure higher than the rninirmun required. Those results are listed under "Optional Pet forrance" 53.5 Forced Entry Resistance per ASTM F 842 ** Type: A Grade: 10 Disassembly Test No entry No entry Tests Al through A6 No entry No entry Panel Manipulation Test No entry No entry Lock Hardware Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test ** Meets as stated Meets as stated Note: Reference Architectural Testing, Inc. Report No. 83040.01- 501 -44, dated 05/28/08 for these test results (* *). 83040.02- 501-44 Architectural Testing Page7of[0 • Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: SD -R35 1797 x 2019 (71 x 80) (Continued) 5.3.6.3 Deglazing Test ** In operating direction - 320 N (70 Ibf) Lock stile 2.0 mm (0.08 ") 11.4 mm (0.45 ") Meeting stile 1.5 nun (0.06 ") 11.4 mm (0.45 ") In remaining direction - 2 30 N (50 Ibf) Top rail 1.3 mm (0.05 ") 1 [.4 Hurl (0.45 ") Bottom rail 1.3 mm (0.05 ") 11.4 mm (0.45 ") Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 ** (without aluminum threshold installed) • with and without insect screen) 260 Pa (5.43 psf) No leakage No Ieakage 4.4.2.6 Water Penetration Resistance per ASTM E 547 ** (with aluminum threshold installed) with and without insect screen) 360 Pa (7.52 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 ** (Deflections were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1680 Pa (35.11 psf) (positive) 81.6 mm (3.22") See Note #3 1680 Pa (35.11 psf) (negative) 84.3 mm (3.32 ") See Note #3 Note #3: The deflections reported are not limited by AAA11A1/WDMA /CSA 101/LS.?/14440 -05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2.6 Uniform Load Structural per ASTM E 330 ** (Permanent sets were taken on the exterior meeting stile) (Loads were held for 10 seconds) 2520 Pa (52.66 psf) (positive) 5.5 mm (0.22 ") 7.9 mm (0.31") max. 2520 Pa (52.66 psf) (negative) 6.6 mm (0.26 ") 7.9 mm (0.31") max. Note: Reference Architectural Testing Inc. Report No. 83040.01- 501 -44, dated 05/28/08 for these test results ( * *) 83040.02- 501-44 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #2: SD-R50 I 797 x 2019 (71 x 80) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 ** (Deflections were taken on the exterior meeting stile) (Loads were held for 10 seconds) 2400 Pa (50.16 psf) (positive) 70.4 mm (2.77 ") See Note #3 2400 Pa (50.16 psf) (negative) 73.4 mm (2.89 ") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 ** (Permanent sets were taken on the exterior meeting stile) (Loads were held for 10 seconds) 3600 Pa (75.24 psf) (negative) 6.9 mm (0.27 ") 7.9 mm (0.31") max. 3600 Pa (75.24 psf) (negative) 7.43 mm (0.29 ") 7.9 mm (0.31 ") max. Test Specinneu #3: SD -R50 1 797 x 2019 (71 x 80) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting stile) (Loads were held for 10 seconds) 2400 Pa (50.16 psf) (positive) 29.5 mm (1.16 ") See Note #3 2400 Pa (50.16 psf) (negative) 28.2 mm (I _I I ") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting stile) (Loads were held for 10 seconds) 3600 Pa (75.24 psf) (positive) 3.3 mm (0.13 ") 7.9 mm (031") max. 3600 Pa (75.24 psf) (negative) 13 mm (0.05 ") 7.9 mm (0.31 ") max. Note: Reference Architectural Testing, Inc. Report No. 83040.01-50144, dated 05 /28 /O8for these test results (* *). Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. S3040.02-501-44 Architectural Testing Page 9ofl(1 List of Official Observers: Name Company Lynn George Architectural Testing, Inc. Michael D. Stremmel, P.E. Architectural Testing, Inc. James Grippo Architectural Testing, Inc. Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. DHttalY Steno by James FtGrippo INgRally Wagned by: BrchaelD.StreCmnel James P. Grippo Michael D. StremmeI, P.E. Technician Senior Project Engineer JPGstd Attachments (pages): This report is complete only when all attachments listed are included. Appendix -A: Alteration Addendum (1) Appendix-B: Drawings (20) coo ,o x C C N • m y O N u : .-- . o i -0 M! _ jam _ �! I I �_:.: ti .' ' I� r.____ _ __.. _ I it. C FP 1 FA C.O ri ! rr yy x . D n N , D_ 0 to O O0.NE1 Z moo O mamomocn0 17 0 m 0 3 3 .x, 3 0- c 000 A p <lP 0- � . '0 p 3 aS - y a. 0 O Z z x z-� O - i . ;� a �� ° o =a 3 0 m o > 0-0 0 0. 20= o -, f f° 0 2 y y . 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'BUSINESS - TAX RECEIPT i I - • City' of Largo 2009 - . >_il FILE -# 2010005129 PHA: DURAMADE WINDOWS & DOORS INC ulmi i, -tea Nf B -6 utsiling .Address .Physical Address, Owner, .P one i 1 I DURAMADE w:'NDOWS & 000RS INC 5733 MYERLAKF, CIR CLEARWA7TER, FL 3 37 6i 0 5133 MYERLAKE CIR !CLEARWATER FL 33760 -2604 JOHN C I'4ACLEOU I I . >w Vw, � < :,, k rd,, . 7 39 - 003 3 . - - -_ e:.. ash s `De pt.i4 - . - TTrrr, N 1 OttittA.cTO , , I C IA s3.fi.catic4 • N• :2c ?; Ton r _ Q :,� = : ,Amount • N • resident, iL Const±isCtio �!; r Nec' 1 `92 . .I �; ::! ? , .. • It . . i _Y : , I ; f : I I r Engag'thg in any busines cupatior> e i s,> :sa to zo,.nirig The collection of 'T this = siness ax /Admini 'L' t4ye Service Charge' door noteauthoria.e the holder to operate Y City vi•1ation of an ord' - ;Ice,. law or regulation. Eac g9:iler is solely responsible Y t ,� for n•t.ifying tre• Community De R l , a•,;,1 ,�}t�,,,,Department, in,•,Q�w7€} . . g cif any chpinge in status, J ocat • ion or .ownc rship. Renewal no - -=,.�" 0 •,' i , :o .the last known address and owner of re• rd. Issuance is in no way intended , a"'•an'•'aiproval c disapproval of the holders compe+ or sU11. • • This = bsiness T: .x Receipt expires 30 September 2010: Pena]ti•es a1 7e provided by F.S. 205 if not: r. before 1 October 2010. Additional penalites of up tc. $2,SC may apply if not renew... by 31 bccember 2010- • THIS TS NOT A BILL NO REFUNDS POST IN A Col SPI UOUS 'PLp,CE - - 4 4 ' CDYR3026•RrT 07/07/2010 08:57 FAX 7.275338835 DURAMADE IJ 002 • • • i ' • i • . • • . n •-• - • A N S A l 1 .e b n I A o , , t . 0. . C i ' N ro O . 7 1.1. 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I • ■ • 07/07/2010 08:58 FAX 7275338835 DLIRAMADE Q004 ..g co uy UB:27a John Macleod 727- 298 -82217 p.] • - • STATE OF FLORIDA mow :DEPARTMENT OP BUSINESS AND PROFESSIONAL REGULATION coNSrRUCTION INDUSTRY LICENSING BOARD (850) 487 1395 1.40 NORTH MONROE STREET TALLI>,HASSEE FL 32399 -0783 I ' I • MACLEOD, JOHN C DURAMADC WINDOWS .& DOORS INC i 1729 CARLISLE ST CLEARWATER' .FL 33755 • STATE P F FLOP IPA AC# .. Congrlirlellons! With this license you become one of the nearly one million Fioridi- GIs licensed by Ow Department of and Professional Regulation. n PROFESSIONAL OF R AND Ow Our pr••'fpssionals and businesses range from•architects to yacht brokers, from OF`$SI(1NAL @GULAT70N boxers to barbeque rest< urdnts, and they keep Florida's economy strong, CBC:010111 08/14/09 090069735 Every •iy we work lo im;:rove the way we do business in order to serve you better. For inf•r about ou • services, please log onto www.myfloridalieense.com. CERTIFIED BUILDING CONTRACTOR There: •u can find more information about our divisions and the regulations that MACLEOD, .JOHN C impact ou, subscribe to department newsletters and learn more about the DIIRAMADE WINDOWS & DOORS INC Depart ant's initiatives. Our mis - at the Department is: License Efficiently, Regulate Fairly. We conetan y strive to serve you better so that you can serve your•customers, Thank .1, for doing busi ness in Florida, and congratulalions on your new license! x$ = aaszsxta� vna., the pro �ie s•a a.e.: AUG 31, 2010 T•.09081.402013 ` I \ II I - - -- DETACH HERE • =- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L09081402013 a :Tc BATS' NuMBER LICENSE NBR - 08 14/ 109 090669735 CBC010111 • The 3U1 DING CONTRACTOR • Named I5 CERTIFIED Under •he provisions of Chapter 489 FS. EXpirat ►'an date: AUG 31, 2010 • MAC I EOD, JOHN C D E WINDOWS & DOORS INC 172 CARLISLE ST • CL WATER FL 33755 • • RLIE CRIST CHARLES R AARLES W. D12AG0 1 0tSPtAYAS REQUIRED !4' tAtrtr SECRETARY • } • • 07/07/2010 08:58 FAX 7275338835 .DURAMADE Z005 _ACORD., 'C:ERTIFICATE OF PLIABILITY INSU RANCE 2/23/2010 PDD/Y PRODUCER Phonr: 727- 461.6044 Fax: 727 -442 -7695 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Brown & Brown Insurance - Clearwater ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.0. Box 2456 HOLDER. THIS CERTIFICATE_ DOES NOT AMEND, EXTEND OR Suite 660 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Clearwater FL 3:;757 -2456 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A : S out hern- Owner s Ins. C Duramade Window(: & Doors Inc & Duramade O- 3.0-110.______ Windows & _Doors Inc dba Faf co Solar of Tampa INSURen8: FCCT znL r e = gmp_any_ 3.017 5733 Myerlake C:.rcle INSURER :Auto - Owners Insl n 9 Clearwater FL 3:.760 INSURER D: _ INSURER E: COVERAGES THE POLICIES OF INSURANCE - LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES LESCRIHED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POUCYEFFECTIVE POUCYEXPIRATITON LTR rISRQ TYPE OPI(ISURANCE POLICVNUMBER� 1 DATE IMMIDD� I DATEIMMIDD/YYI I UNITS A GENERALUABILm 207.15155 12/8/.2009 1::/8/201 EACH OCCURRENCE 31 000, 000 DAVIT E T ENTER 2{ COMMERCIAL 3ENERAL LIABILITY PR.SMISES (Ee occurence) , 3300 , 000 CLAIMS M o0E MI OCCUR MED EXP (Any one parson) 310 , 000 — — '.--... ... .. _ PEREONALBADVINJURY 31 000 0_0_Q____ GE'IERALAGGREGATE 3 2. 000 000 OEN APPLIES PER; PRODUCTS- COMPIOPAGG $2,000,000 POLICY I1 EC 1-1 I I LOC — C AUTOMOBILEUABIJTY 4784945900 2/25/2010 2 25 / / 201:1 COMBINED SINGLE MST X ANY AUTO (Enaadcnt) 3 1, 000, 000 ALL OWNED AL TOS BD)ILYINJURY 3 X SCHEDULED A JTOS (Per parson) X HIRED AUTOS BO )LLY INJURY 5 'L NON -OWNED P UTOS (PQf'aWo^I) —� - - - - -- PROPERTY DAMAGE 3 (Peraccldent) GARAGE UABILITY AU70 ONLY • EA ACCIDENT 3 ANY AUTO EA ACC 3 OTHERTHAN Aura ONLY: AGG $ EXCESS/UMBRELLA UABIUTY EACH OCCURRENCE 3 T OCCUR [1 CLAIMSMADE AG3REGATE - $ 3 _ DEDUCTIBLE IS RETENTION $ f 3 I WC STATU OTH- 33 WORKERS COMPENSA,ICNAND 60870 12/8/2009 12/8/2011) X J Tome tIMRR I FR EMPLOYERS' LIABILITY -- ANY PROPRIETOR/PARTNE A/EXECUTIV>; 6.1. EACH ACCIDENT $ Ij O 0 , 000 OFFICER/MEMBER CXCLU(•ED9 Ilyes, describe under EL DISEASE - EA EMPLOYEE E 5.0.0-_.000 SPECIAL PROVISIONS bele w E.L DISEASE - POLICY UMIT S 500, 00 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS/ VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS License Holders: Jo:3n MacLeod CBC010111 (Duramade Windows & Doors, Inc Jctfrey Saitta CVCS6/80 (Duramade Windows & Doors Inc dba Fafco Solar of Tampa CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DES`'RIBED POLICIES BE CANCELLED City o f h hills BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Y P yr WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE 5335 Bth Street CERTIFICATE HOLDER NAMED TO THE LEFT, RUT FAILTJRE TO DO SO Zephyrhi]ls FL 33542 SHALL IMPOSE NO OBLIGJTION DR LIABILITY OF ANY RIND UPON TEE INSURER, ITS AGENTS OR REPRESENTATIVES - AUTHORIZED REPRESENTATIVE '' 'Al.- 51 ACORD 25 (2001/08) @ ACORD CORPORATION 1988 07/07/2010 08:59 FAX 7275338835 DURAMADE a006 March 30, 2010 Contractors Letter of.Authorization 1, John Macleod, do hereby authorize Dennis Godsey, Denies: Lannon, and Mark Gensemer to obtain and sign for all permits, registration and Ocmpational Licenses in all counties and municipalities. in the State of Florida. De:anis Godsey, Device Lannon, and Mark Gensemer are also empowered to obtain, complete and sign all documents, applications and registrations with this; limited Power ofAttomey on behalf of me that may be required to accomplish the issuance of all permits in the State of Florida. Th' , ces .. ; other • f . tions on file. y A n Macleod Qu 3lifier Florida State License CBC010111 Signed and Sealed this , 0 day of No 01 2010 by John Macleod wh o is personally known to m, �_A No c. i i . ature d e 43'111 ru N oW� Y Pubiia Stale of Fbvida '> s � Virgima Gonzalez 4 • i My Commission 009880 't F •c � Expires 081:'SJ20t 3 ^,�