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HomeMy WebLinkAbout10-10248 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10248 BUILDING PERMIT Permit Number: 10248 Address: 3842 QUAKER RIDGE ST LT 130 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1210 Improv. Cost: 20,373.00 °:` ,T , .; °, Date Issued: 3/16/2010 Name: MAJESTIC OAKS LLC Total Fees: 265.00 Address: 3940 QUAKER RIDGE Amount Paid: 265.00 ZEPHYRHILLS, FL. 33542 Date Paid: 3/16/2010 Phone: Work Desc: 14X12 WOOD DECK W 2X4 STUD RM -14X8 SHED /SLAB -14X17 CARPORT B : — 163:66 — r - TRI AL FEE 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. MECHANICAL FEE 35.00 BAHR'S P . -.7 if.A ' . . FO. - 2N■ `•U H - LUMB M IN ULA I•N EILIN 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 befo = recording your notice of commencement." 6 ,., 4 4 /I v CONTRACTOR SIGNATURE PERMIT OFFI rR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER t :.:,.... :_;,,,_ . Inn,:__ z., no ,,, ...,,, i piii,‘ , City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS C____ Con tractiomeowner:`J` r ( 'T 3 . Date Received: --3-// - // / D Site: � /1al�. J , J Permit Type: a %.�.:� t� GC,,�C ��/,,_,_) Approved w /no comments: Approved w /the below comments: Denied w /the below comments: ❑ , ,.t A c -ed 5L4 This comment sheet shall be ept with the permit and/or plans. Kal • S er - Examiner Date ontractor and/or Homeowner (Required when comments are present) APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100B-08 Residential Component Prescriptive Method B AU. CUMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residential or Subchapter 13-6 of the Florida Building Code. Building may be demonstrated by the use of Form 11008 for single-and multiple -family residences of three stories or less in height, and additions to existing residential buildings. b comply, a building must meet or exceed all of the energy efficiency requirements an Table 11 8 -1 and all applicable mandatory requirements summarized in Table 118 -2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 or Subchapter 13-6 of the applicable code. PROJECT NAME: WEEKLEY ADD/ n ON BUILDER: i 3, - (-1- eOloSrevc_rt AND ADDRESS: 3134 a Q Ltaker ( � j PERMlTi1NG 1 Zeprlyrl lo FI. 3 OFFICE: C O F Z e �l r-h u OWNER: Kg- WEGKtkY PERMIT No. JuRtsoicrioN NO.: rfjr1[n (S 1. New construction including additions which incorporate any of the following features cannot comply using this method: steel stud walls, single assembly roof/ceiling construction, or skylights or other nonvertical roof glass. 2. Fill in all the appticable spaces of the "To Be Installed" column on "Table 118 -1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the 'To Be Installed" column information. 4. Read "Minimum Requirements for M Packages ", Table 118 -2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. New construction or addition 1. I7 d l '' Dr- 2. Single - family detached or multiple- family attached 2. 3i ngl>° 3. if multiple- family -No. of runts covered by this submission 3. - 4. Is this a worst case? (yes/no) 4. NO 5. Conditioned floor area (sq. ft.) 5. 14 8 q 8. Glass type and area: a. U- factor 8e. b. SHGC 8b. c. Glass area 8C. sq. ft. 7. Percentage of glass to floor area 7 14 % 8. Floor type, area or perimeter, and Insulation: a. Slab -on -grade (R- value) 81. R= lin.ft. b. Wood, raised (R-value) 8b. R = 1 j ( S sq.ft. c. Wood, common (R- value) 8c. R. sq.ft. d. Concrete, raised (R- value) 8d. R= sq.ft. e. Concrete, common (R- value) Be. R a sq.ft. 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- value) 9a-1. R = sq. ft. 2. Wood frame (Insulation R- value) 9a-2. R. I. -)) ,30`) sq. ft. b. Adjacent 1. Masonry (Insulation R- value) 9b-1. R= sq.ft. 2. Wood frame (Insulation R- value) 9b-2. R = 1 3 ¶.o sq. ft, 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 10b. R. 1 . 1 (Q S sq. ft. 11. Air distribution system: Duct insulation, location 11e. R: (0 Test report required if duct in unconditioned space 11b.Tssst report attached? Yes No 12. Cooling system: 12a. Dupe: 0 e4'd 1~ l 12b. SEER/EER: 13 (Types: central, room unit, package terminal A.C., gas, none) 12c. Capacity: 34 OC ' 13TJ 13. Heating system: 13a. H eat- 5+r (Types: heat pump, elec. strip, nat. gas, LP -Gas. gas h.p., room or PTAC, none) 13b. HSPF/COP /AFUE: 13c. Capacity: I D KW 14. Programmable thermostat installed on HVAC systems: 14. Yes No 15. Hot water system: 15s. Type: N/A (Types: elec., nat. gas. LP -gas, solar. heat rec., ded. heat pump. other. none) 15b. EF: I nereby certey mat the and speculations covered by the ntculatlon are in compliance with Review of plans and spelncatbns covered by this calculation Indicates compliance web the Florida the Florida Energy Energy Code. tkiate construction is carp Duffing will be inspected for compliance In / accordance wilt Section 553. F. PREPARED BY: .e�s..1 .�,e.at DATE: , ....3//10D rare h ,� BUILDING OFFICIAL try cart that / rjr�,: ; a in c ... n, he Fonda Energy Code: ti OWNER AGENT: - . _ 4.-.......L. DATE:3 /J ///D DATE: ..1 - 11./' 2007 FLORIDA BUILDING CODE - BUILDING 13.D.23 Effective 3/1/2009 FORM 1100B -08 TABLE 118 -1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 U- factor = S SHGC = O. 35 SHGC= % CFA <= 16% % of CFA= (Af Exterior door type Wood or insulated Type: I 05t)L TED Walls — Ext. and Adj. (See Note 3): Frame R -13 R -value = ( 3 Mass Interior of wall: R -6 R -value = Exterior of wall: R-4 R -value = Ceilings (see Notes 3 & 4) R -30 R -value = ( 3 Floors: Slab -on -grade No requirement Over unconditioned spaces (see Note 3) R -13 R -value = ( 3 Hot water systems (storage type) Electric (see Note 5): 40 gal: EF = 0.92 Gallons = 50 gal: EF = 0.90 EF = /A- Gas fired (see Note 6): 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Air conditioning systems (see Note 7) SEER = 13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = 1 3 HSPF = 7. 7 Gas furnaces AFUE = 78% - AFUE = Oil furnaces AFUE = 78% AFUE Programmable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (see Note 9) Location: U Iv 002, DECJC Unconditioned space 9 R -6, Tested Unconditioned space R- value = (Q Test report: Conditioned space NA Conditioned space Unvented attic assembly per R806.4 with R-4.2 R -value = insulation at the roof plane (No test report required) Air Handler location: Location: Unconditioned attic or garage Requires test report Test report: Conditioned space or j,J l /A Unvented attic assembly per R806.4 with No duct test required insulation at the roof plane (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m or less may have maximum CFA of 50 percent. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btulhr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1107.AB.3.2A of the FBC- Residential. (8) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building, or Table N1107.AB.3.2B of the FBC- Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. TABLE 118 -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. ✓ Exterior windows & doors N1106.AB.1.1 Max. 0.3 cfm/sq.ft. window area; 0.5 cfm /sq.ft. door area. ✓ Sole & top plates N1106.AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) Multistory houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Water heaters NI 112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming pools & spas N1112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Hot water pipes N1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC duct construction, N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically insulation & installation attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R-6. HVAC controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE - BUILDING 1 1111 11111 111E1111 11111111111111 1 11111111111111111 2010036324 NOTICE OF COMMENCEMENT Rcpt:1294188 Rec: 10.00 DS: 0.00 IT: 0.00 03/16/10 C. Cook, Doty Clerk Pennit No. - - Tax Folio No .a / - 0030 - 00000 - I2J0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. ( m outsecnc. °was t!oretmu mIt(='P►•nsL ot.t.'Rli Bs PCs5 ►c7 - Ilz I..or t ' r 1.Description of property (legal description): Thru, I $ nectusiu . or 43q Pt;; 87 _ en u, a) Street (job) Address: u, ° 2.General description of improvements:lj ac:1m o .� Aeci slit. k a (t yr 1466,010_4 t ereke.4- __ M � ohGrt e.4nt�ersl'.�ec1 _ — We, 3.Owner Information a) Name and address: Pi HC -C. (A 0 CAtneutA .M R sue$ - W s� A Rz - .3rit4 - 00# b) Name and address of fee simple titleholder (if other than owner) (33 2 c) Interest in property _ r m 4.Contractor Information a) Name and addressB•H on of 0464in ( Fl (he.. 40as Maths act Cep kirk ills, Fl sesia ��, b) Telephone No.: r ot3'Ma-101A Fax No. (Opt.) 61g 71S 'S 5.Surety Information GO a) Narne and address: b) Amount of Bond: F r c) Telephone No.: Fax No. (Opt.) A 6.Lender a) Narne 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) Narne and address: b) Telephone No.: Fax No. (Opt.) 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: a) Name and address: b) Telephone No.: Fax No. (Opt.) 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. STATE OF FLORIDA coutrry oF'Pq,5 CU lop Notary p. ti c�c State of Florida f 0. « V 1 4. : B rue�; . asbe; Signature of er or Owner's Authorized Officer/Director/Partner /Manager ' ' My r .;o: ,, mwsion 00566784 6 — 8eehr- or n Expires J6/22/2010 Print Name C) The foregoing instrument was acknowledged before me this 15 day of MtlyZ.R 14 , 20 10 , by GLrej �e�fjtG as (type of authority, e.g. officer, trustee, attorney in fact) for / (name of party o If of whom inst ' I m/ t w s executed). Personally Known � OR Produced Identification Notary Signature ' or •■ : Type of Identification Produced Name (print) J?lcJ( l 7 ,4,5"i >t C Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. " " "yy���r aJ. "Wit of Florida �' FORMS• �r f N r 1 ° " `` r Signanue0Natural Person Signing tin line # 10.) Above • Or P` u •:tii.th2010 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMEN ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ,N;TNESS MY HAND AND OFFICIAL SEAL THIS DAYOF t htiA,( 2 G�/ PAULA S /`NEIL, LER & COMPTROLLER BY 1,U1 , Cikai DEPUTY CLERK Plan Review Aluminum Packages and Carport 1)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 2) At least 10' separation between other units. 3) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. 4)All exit doors shall have a landing of at least 36" per R311.4.3 of the F.B.C. F.B.C. - Florida Building Code N.E.C. - National Electric Code 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 f l"C6 Building Department Date Received 1 , / I 1 Phone Contact for Permitting 113 7 par - /D44 r3 Owner's Name N& sig '/ r, n Owner Phone Number I J Owner's Address 6141 �i Crtm Jj -" _ 1( sire-310 Owner Phone Number -Dialltrat., RL 31dsl Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address s `,{, JOB ADDRESS 381f 41444kB2� ID 0 • [L LOT t # SUBDIVISION AJ 16 Q eiK$ PARCEL ID# aq-cue-a1- 0030- ODCaOO`h1D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR H ADD /ALT rT SIGN Q MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR r COMM 1 OTHER TYPE OF CONSTRUCTION I I BLOCK 1 FRAME l� n STEEL n • , OTHER I J{f' DESCRIPTION OF WORK eor . y M 111()IA 14001400d + 5 gel.) C id cup (femesti C, BUILDING SIZE . JCC S ITE - s Nil SO FOOTAGE f (/6 HEIGHT lastwasessest BUILDING $ 1q3-7.3 • co VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 3'6 • pa AMP SERVICE L i PROGRESS ENERGY r] W,R.E.0 ri PLUMBING $ I ✓I MECHANICAL $ / OU VALUATION OF MECHANICAL INSTALLATION 1 1 GAS [ ] J ROOFING r SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FL OD ZONE AREA =YES NO BUILDER /�/,e! � , � �� t COMPANY PIM/4W �%T��� SIGNATURE c w� ��I' REGISTERED I Y / N I FEE CURRENT p � , ys C 1 Y / N ) f,s Address y0/notris /Ztb( E. Z- 7I/��. 33� - v3) License # ICFX ? o • ELECTRICIAN OM lslpr }o rs rt. SIGNATURE ��J E l ? j j 7 ► � 1 R RED I Y/ N I FEE CURRENT I Y/ N i Address 'f J 1UA 153 7 7 -11 1 335 9 1 License If I ER 000 a1 4 r3 PLUMBER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N I Address V License # I `i e' ( / 1 v' edit AP C r PFOJuc Ali f- e MECHANICAL /! COMPANY SIGNATURE 44 ! J . REGISTERED 1 Y/ N I FEE CURRENT I Y/N I t� ?f .��s r 3 / Address � - z License it I eipC v 131 fed OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y 1 Address License IS I 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 onsile, 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 onsile, 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 82500, 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 NC Fences (PIot/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 stale 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 govemment 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 Tess than one (1) acre which are elevated by fill, an engineered drainage plan is required. 111 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 OBTAIN FINANCING, CONSULT ' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) // _ OWNER OR AGENT CONTRACTOR QJ,/ „.//.G. Subscribed and swprn to ( mfol) before me this Subscribed and sworn to r rmed) before me this by Li .r' .- by (Wm. r Who is /are personal) k to me or has/have produced Who is /are personally krr n to me or has/have produced gfrfA4 / / /- f� /.1t as identification. as identification / Notary Public Notary Public Co fission No. ommission I)�U - l No. - � f j � < Ifr)J �� c � C� Na a of Notary t yr �/ ,----77)_ / ^ - "— ry yped, printed o sta pe0 Nam of Notary typed, prix ed or sta ped °f ". ~$lc State of Fbrida -. E"."-----415?4,, p —° n Notary Public State o` g ncia t. 1 npi h Bruce A Asbel v13 r311 DO5667 My cort mission DD;a66 r 1 :.Jo/ 2212010 4 O 0 Expi52 06122120 " u 4025 Moms Bridge Road Zephyrhills, FL 33543 • CONSTRUCTION 813- 782 -1064 Phone • 1 / 813- 715 -6585 Fax Central Fl®rlda. 800- 2241206 Toll Free www.bhconstructioninc.com Web Site PAGE 1 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE R. E. WEEKLEY GREG _3/8/10 STREET CELL PHONE 3842 QUAKER RIDGE STREET 813 714 - 2091 CITY, STATE, and ZIP CODE JOB LOCATION/DIRECTIONS ZEPHYRHILLS, FL. 33542 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 813 - 713 - 3142 OR 731 - 6803 RP TAG #: We hereby submit specifications and estimates or: REVISED ESTIMATE FOR STORAGE ROOM, LIVING ROOM, AND CARPORT: THE ROOF IS A 3" METAL ON METAL ELITE PANELS. THE CARPORT IS SUPPORTED BY A 2 X 9 SELF M, MATING BEAM WITH STRUCTUAL GRADE POSTS. THE WALLS OF LIVING ROOM ARE 2 X 4 STUDS, 16" ON CENTER, 1/2" PLYWOOD SHEATING, VINYL SIDING TO MATCHING HOME, INSULATED, DRYWALL, ONE COLOR PAINT, BASE BOARD MOLDING, VINYL SIDING ON HOME WILL BE REMOVED AND DRYWALL INSTALLED. FOUR HUNDRED FIFTY ($ 450.00 ) DOLLARS IS ALLOTTED FOR THE FRONT DOOR AND WE WILL MOVE CUSTOMERS BACK DOOR AND INSTALL IN LIVING ROOM. BASE BOARD MOLDINGS ARE FIGURED - CROWN MOLDINGS ARE NOT. THERE WILL BE THREE (3 ) WINDOWS INSULATED, LOW U.V. TINTED, VINYL FRAMES, COLONIAL GRIDS AND BOTTOM TILT SASH. THE WALLS OF STORAGE ROOM ARE 2 X 4 STUDS, 16" ON CENTER, 1/2" PLYWOOD SHEATING, VINYL SIDING TO MATCH HOME - THE DOOR IS A BASIC SHED DOOR - BUG SHIELD IN STORAGE ROOM HAS VINYL SIDING. WOOD DECK IS DESIGNED BY ENGINEER, AND IS INSULATED - ONE (1) AIR CONDITIONER REGISTER VENT IS FIGURED - THE DECKING IS 3/4 TONGUE AND GROOVE PLYWOOD, VINYL SKIRTING WILL BE INSTALLED AROUND THE OUTER PERIMETER - THE FRONT ENTRY STEP WILL BE CONSTRUCTED WITH WHITE SPLIT BRICK AND WILL HAVE HAND RAIL ON BOTH SIDES - THE STEP INTO STORAGE ROOM IS A PLAIN WOOD STEP WITH WOOD HANDRAIL. ELECTRIC TO CODE IS INCLUDED, WASHER AND DRYER ELECTRIC HOOK UP INCLUDED, PLUMB- ING FOR WASHER AND DRYER IS NOT INCLUDED. r r /)f1�.'':l J 4 7--C ✓(� ✓3 " i iJ ./� ✓ „jJ�� �/� /! ,!/GZfv "Custom Home Additions At It's Best!” 4025 Moms Bridge Road Zephyrhills, FL 33543 • ' V CONSTRUCTION 813-782-1064 Phone 11, 813-715-6585 Fax of Central Florida' Ina 800-224-1206 Toll Free www.bhconstructioninc.com Web Site PAGE 2 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE R.E. WEEKLEY GREG 3/8/10 STREET CELL PHONE 3842 QUAKER RIDGE STREET 813 - 714-2091 CITY, STATE, and ZIP CODE JOB LOCATION/DIRECTIONS ZEPHYRHILLS FL. 33542 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 813 - 713 -3142 OR 731 -6803 RP TAG #: We hereby submit specifications and estimates for: A 8 FT X 14 FT CONCRETE SLAB WITH 3000 PSI IS INCLUDED WITH CODE APPROVED FOOTERS AND TERMITE TREATMENT. PERMITS AND ENGINEERING INCLUDED We Propose hereby to furnish materials and labor - complete in accordance with above specifications, for the sum of: NINETEEN THOUSAND & THREE HUNDRED SEVENTY THREE & .43/100 dollars. $ 19373.43 Payment to be made as follows: UPON COMPLETION All material is guaranteed to be as specified. All work 10 be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving cost will be executed Authorized ✓ �/� upon written orders, and will become an extra charge over and above the estimate. Signature: All agreements contigent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance. Our workers are fully N te: is p osal may be covered by Workman's Compensation Insurance. withdrawn by us no ccepted within days. Acceptance of Proposal- The above prices, specifications and • r ,% conditions are satisfactory are herby accepted. You are authorized to do the work as Signature: specifies. Payment will be made as outlined above. l / (• Date of Acceptance: Signature: )\ �� ! `��, r{ a� �.,' -j i; e c "Custom Home Additions At It's Best!" 10/ 2007 03:28 8137824415 JAMESMORTON PAGE 01/01 ILI . ii �' • . .... .1.. . if, -ir . �1 r j , , 4 •,. . . . ........,...,... . .. -- ; E P .17+06. (1/ / A/���— . !1 � r � / 1 . It, 1 T" —"ti rf • I �. = � W 1 ••• • , 1 1 • La. • 1 - ��' I. � • • P . . • . , . . . „ .• • . . . . . . . . • .., .. . . . ... • . . . .. . .. .. .. . . . , . . . . .... • . • .• 3 , .. . ... . • • . .. . . . . . . . ., . ., .,. . . •. • ..• . i „ . • .. . . . . .......„. . .. • ... rj .,........ . .... . • . "... ..... - - ,. .. .,..... ... . . . . . ., . ,. . . „ . . • . _ . . ..• . ... 7 • • •• . . • . .. . . . . • . „ , , ,. • . . . : . . . . f .. s '. H • • • • • t LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 03/09/10 B 8v H Construction Zephyrhills, FL Re: Mod. #: Address: 3842 Quaker Ridge St. Lot #: Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 14'x12' Raised Wood Deck with 2x4 stud room, a 14'x8' Shed and a 14'x17' Carport. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincerely, &(zisr/ eonard G. Wood 4034 The Fenway Mulberry, FL 33860 1 A 4% t , A 13 13 • .e--4,5 iii ------ 11 ›I‹ 4 --o. v v A sr AP/ me 1 4.ecr.,4: 4)etc" A , I ,tij cl 6 I t / I \ I i.-1 `v/v7 4 REVIEW DATE_______:_ - n-H g a 1.(3 CITY OF ZEPHyRHILLS C4 — — 7 - ---. 4 ) 4, PLANS 6 XAMINER______ V ' 39 ----- . , z . n - , . Z Cilkpokr ALL woRK si-i _. comp', 7 WITH AIL 19 0 - k- PREVA' LING C(I IS. FLO DA bUILDING CODE, TION ' L ELECT C CODE ANL) CITY 0- ZEPI-I 11111S a INANCES -.. V A . , 1 E )1 i DP I ve L,, (.-, ,s< „'• )( r•t 'C') cx --. V I l 1 . ti 3s OvAis AcI96 57 w c , /11 /9j e -- • 5 / I c 0 4 it (11 lel /4A1/ievc) < Pi N. -K s) -, v ,v v ,J T - i 1 kJ Q &N k i .„4v\ J- 4_ .:. a Q \< p• `� D 1 -O t\ •,-)! t C /2 v o p Q �l a o 1, ,.--; \-......t\ ct in ti k > Issimmiamsmmiliff N. M �v i. C q c IS v\ = --- 111 Q v\ 1 I III. V Q l < It• ,;;\; \. I ON a \U 1 W M ,.,wk. c O M b j �,�z �0. � _ Z ..■ �, i U0 "' n • o 0 q)' 1 <R � ° 3 `' m L,2 ° 2 i O0 a LL. 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( " x W a � f. ,r ao 3 _ x I OWF �� v. ad�EW C 1 ii 9 I Y 9 X - W , 7 I w • ¢ -� `" gEnQv I oaww mi l< ......... > Z .4 ACacC5C)v)a. I. ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - I 4" CONCRETE SLAB ON COMPACTED F - I POST MOUNTED OVER 2 5/8" LONG X 1 /8" THICK EARTH FILL W/ 6X6X 1 OX 10 W W MESH CHANNEL W/ 2 " HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 I/4" THRU BOLT BARRIER & TERMITE TREATMENT USE 2500 PSI CONCRETE MINIMUM WITH WASHERS USE 12"X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6X10X10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ #10X3 "SMS 24" OC TREATMENT. USE 8 "X12" MONOLITHIC FOOTER W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #I0X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X_ SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8"X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF G" 2) INTERIOR/EXTERIOR CLIPPED W/2 #10X1" SMS ABOVE FINAL GRADE. 3) 1 "X1 "X 2" ANGLE W/2 #10X1" SMS NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECCEE IVVINEI SM BEAM AND MOUNT BEAM TO RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING I" ALUMINUM ANGLE FASTENED PER CHART B 111 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B I B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I/2 " "X 2 1 /8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # IOX 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM - MOUNT 2 1/8" RECEIVER CHANNEL FOR SINGL M BEAM MO Wdil(d/� SOILS AND FOUNDAAl10NS Gradient, load intensity and erasion characteristics of slope 180542 ..3 Plain concrete f Materiel ootings. The edge thickness Of plain concrete food supporting walls of other than l 805 . 4 Footings shall be designed an constructed in Light -frame construction shall not be Tess that 8 inches Allowable bearing capacity of the soil is not ex (203 mm) where Placed on soil. That di ceeded, and n concrete footings supporting Exception: For plain �erential settlement is minimized. The minimum is per mis- Width of footings shall be 12 inches (305 mm) Group R -3 occupancies. the edge thickness is t ted to be 6 inches (152 mm),provided that the footing Dom not extend beyond a distance greater that the Footings to areas with expansive soils shall be designe Wall. d all. of the footing , either side of the supported accordance with the provisions of Section 1805.8. 1805.4,2,4 Placement of concrete. Concrete footings ' Shall not be placed through wai'.r unless a trtmie or other 18 05.4./1.1 Design loads, Footings shall for the most unfavorabk effects due to the combinations of clashed approved by the building ;fficial is used, Where loads specified in Section 1605.3. The dead load shall in- Placed under or in the presence of wooer„ the loads s he weight of fc i odations„ footings and d shall i shall be deposited CO mini by approved means to le t urn J i fill. Reduced live loads, as specified m Section 1607.9. mum segregation of the mix and negligible turbulence 01 Are pitted to be used in designing footings. the water. 1805,4.1.2 Vibratory loads. When machinery pore. bons or other vibrations are throe the 1805.4.2.5 Protection of concrete. Concrete footings foundation, consideration shall be given in the footing shall be protected from freezing during depositing and for design to prevent detrimental distu ces of the soil. period of n less than five days thereafter. Water shall Not be allowed to flow through the deposited coocreu 1805.4.2 Concrete footings., The design, materials and con- struction of concrete footings shall comply with Sections permuted t Forming g nst h to. Concrete f in t h are 1 805.4.2.1 through 1805.4.2.6 and the provisions of Ch permitted to be coot against conditions earth where, in the opin- ter 1805.4.2. aP ion of the building official, soil conditia do not require forming. When forming b required, it shall be in dance with °Copt Exception: Where a specific design u not provided, corn - a 6 of AC1318. Crete footings supporting walls of light -frame construc- tion art permitted t be designed in accordance with 1805.4.3 M otion o m footings. The design, h materiels Table 1805.4.2 and construction of masonry -unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2, and the provisions 1 805.4 2.1 Coocrttc Of Chapter 21. 180 hav 5 a to strength. Coocrete in footings Sons than 2a specified coind �pr+essive strength (f c) of not per square inch (psi)(17 237 kPa) so iy.. unit footings s Where s u ng design wal s of light - is not provided, n- - At 28 days. my -unit -frame con- struction are permitted to b designed in accordance with 1805.42.2 Reserved, Table 1805.4.2. 1805.43.1 Dim laid in Type M or S mortar Plying Masonry-unit footing shall be with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT-FRAME CONSTRUC11ONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF FOOT SUPPORTED BY THE FOOTINGS• FOOTINGS FOOTING • (inches) (inches) 6 6 3 For S I 1 inch = 8 25.4 mm, I foot - 304.8 mm. a Depth of footings shall be in accordance b The divine under the Boor is permitted to Section 1805.2. c o be excavated to the elevation of the top of the footing ih table a e isolated pd to be supported by footings. The footing width and I footings shall be spaced not more than 6 Feet on center. C°� shall be twice d. For thickness of foundation walls, see Section 1805.5. c Footings art permhtd to support a roof in addition to the stipulated number of floors F Shall be as required for supporting one floor. °O gs supporting roof only f Plain concrete footinfgs for Group R -3 occupancies art permitted to be 6 inches thick • VII Uq. uullLLlllg l.Vl1C V111i11C r agu 1 01 L r,, ''i..e, ;fi i yy;; N • '1 P ° a i ''' y ti -''v'; P .gem ` .. • .1r:-; BC IS Home Log In « tr. ; Ya V"4",", f � t 4 User Registration _ '" ` t �r�' n Hot Topics Submit Surcharge Slag ions F t Dom . Oe4 - . eD U] _„ t & Facts PUdica e CONIACf1YCq �' II F I FB C S taff r Pr �[S Site Map I Approval u" Search •, f �� P udic User Community f Affairs Produc[ Approval Menu > 4'n Product or Application Search > q gg 1c� A&°- pplicatlon List > APPlieetion Detail F FL # Application Type FL7561 -R1 ' Code Version Revision a� - Application Status 2007 Comments Approved . s Archived Product Manufacturer Ad dress /Phone /Em Elite Aluminum Corporation 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock©aol. com Authorized Signature Do Kim dk @dokimeng ineering, net Technical Representative Address /Phone /Email Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitea lum@aol.com Quality Assurance Representative Addr ess /Phone /Email Categor Subcategory Roofing Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Archit Florida Professional Engineer ect or a Evaluation Report - Licensed Florida Engineer or Architect Na P Hardcopy Received Name wh developed the Evaluation Report o Do Kim, P.E. Florida License Quality Assurance Entity PE - 49497 Quality Assurance Contract Expiration Date CI Professional Services, Inc. Validated By 12/31/2010 James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence l _ 61 R 1 COI Cert of e Referenced Standard and Year (of Standard) Sta�a�d ADM 1 Year ASTM E72 2005 Equivalence of Product Standards 2005 Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 E uiv Certificate ificate of E___a�ivalen _y ndf hup: / /wvvw. fl or idabu . Jding.o r g/ pr / app_d i as x? p param= WGEVXQwtDocnr>t,v-iln..__„ . �.JUc veueuc rage 014. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 ;Summary of Products FL # Model, Number or Name Description 7561.1 luminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 "/6 "x0.024 "x2lb EPS Composite Panel, Limits of Use 3 "/4 "/6 "x0.030 "x2Ib EPS Composite Panel, Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes Verified R1 II Kim, Installation P 49497 dwg= Rl.pdf Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/ -80 Created by Independent Third Party: Yes t � Other: In HVHZ, not to be used in structures considered FL7 A �l i te FL7561 -R1 Evaluation.pdf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. 1 sack Next 1r„.6.6 minlatr. do Dwartment of Florida � e Codas and Standards Tallahassee, Florida � ® 2000 -2005 The Slate & ) � Fax (850) 414 rights reserved. Coovriaht and r)isciaimer Product Approval Accepts: 112®R® tsn3lea FUI; 7, rts.F r http: / /www. floridabuilding.org/pr /pr_ app_dtl. aspx? param= wGEVXQwtDgsgflaX72BeuCe... 4/2/2009 0 I I7 Q m 4 IVAOHddV 1Of100eld 30W131VIS VORIOld ° u J K W NDIS Wf1NMU1wV/MNIWf1ly g F 'CR. f Sl3NVd 31 1SOdhp3 32 103 YWOd Sd3 g g 2 S W A a ac ....17 $ 11 li 0 d o p Zoo 2._ 11,1! ecoee� �`� n'. 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All rights reserved. privacy Statement 1 Convriaht Statement 1 Arfessihllity Statement 1 Plua -In Software' Customer Service Survey 1 Contact 114 Product Approval Accepts: ®®ER Ill G WNfiga Second vr•I•,r http : / /www.floridabuilding.org /pr /pr app lst.aspx 3/11/2010 ' Florida Building Code Online Page 1 of 2 O f 11 " 1 t'1'11.1t'1 1t Affairs; Hi - .101 , ; 1112 =ar AbGJ7 DCA GCA PROGRAMS CONTACT DCA BCI IS,, di SHome Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search A lLf _ • , Product Approval (V) j USER: Public User Com munity Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL993 -R3 *COMMUNITY PiANNING Application Type Revision ► HOUSING & COMMUNITY Code Version 2007 DEVELOPMENT ►EltI:RGENC, Application Status Approved MANAGEMENT Comments ► OFFICE or THE Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 4381 Green Oaks Blvd. W. Arlington, TX 76016 (574) 533-8337 Ext 271 rmanthey @lcil.com Authorized Signature Kinard Mike mkinard @kinro.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single 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 Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 http : / /www.floridabuildin2.ore /nr /pr amp dtl. asnx ?naram= wGEVXOwtDat9b2DeMsK 3/11/2010 ' Florida Building Code Online Page 2 of 2 g g Summary of Products FL # Model, Number or Name Description 993.1 9750 SH 46- 1/4x60, Vinyl, IG, 1/8 DSB Annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R3 C CAC KIN 9750 R50 46x60.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/02/2010 Design Pressure: +50/ -50 Installation Instructions Other: FL993 R3 II Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 993.2 19750 SH 36x72, Vinyl, IG, 1/8 DSB Annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R3 C CAC KIN 9750 R50 36x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/02/2010 Design Pressure: +50/ -66 Installation Instructions Other: FL993 R3 II Window Installation Florida v032009.odf Verified By: Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 993.3 19750H 46x40, Vinyl, IG, 1/8 Temp / Laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R3 C CAC KIN 9750 Impact R50 46x40.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/19/2009 Design Pressure: +66/ -66 Installation Instructions Other: H -R50 -46x40 (INS TEMP /LAM GL), Impact Rated FL993 R3 II Window Installation Florida v032009.odf Missile D / +65/ -65 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back I I Next DCA Administration Department of Community Affairs Florida BuildMg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privacy Statement I Comriaht Statement I Acressibility Statement I plua -in Software I CustompLS,ndre Survey I Contact Us Product Approval Accepts: 1111 ill El MI run•. http : / /www.floridabuilding.org /pr /pr app dtl.aspx ?param= wGEVXOwtDQt9b2DeMSK %... 3/11/2010 Revised March 5.2009 Florida Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window not to function properly. All product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede these instructions. Rough Opening Preparation A. Opening for windows should be framed in accordance with the required standards for size of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre - finished paneling, shims, liners, etc., where used. B. Window rough opening should be level. plumb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and level. Bowed or warped sill framing members can result in a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Flashing: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. li. Window Installation A. It is recommended to apply a 1/8" thick, suitable, good quality, non - hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keep operating sash closed and locked during installation. Page 1 of 4 C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and /or joint caulking, thus resulting in a possible leak. D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section III for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. G. If the exposed surfaces of the rough inside opening are to be trimmed out with pre- finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. If interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. H. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. All windows should be checked for out -of- square or bowing of frame members. If any of the above problems are present, window should be removed and re- installed properly. Double hung windows require extra care during installation. Double hung windows do not have fixed glass, which offers additional frame stability. I. The window's exterior mounting flanges should be checked after the installation to assure an all - weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. Page 2 of 4 J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. K. For vinyl horizontal sliding & fixed windows 72" in width and greater, Kinro recommends a sill support (minimum 1" thick) or angle bracket support, dependant on exterior home finish, to be installed underneath the projected frame sill on the outside. L. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system negates the window certification. The operating instructions and certification label are a permanent part of the Egress unit and must not be removed. M. There should not be any obstruction placed, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square feet of area required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. N. An operational check of each installed Egress Window or Device shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress unit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and /or imminent safety hazards. 0. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. III. Fasteners A. #8 screws, must be used as fasteners for your installation into wood framing and for window installation into metal home framing. The fastener must penetrate the stud at least one (1 ") inch, allowing for exterior sheathing. The pre - punched mounting holes in our window flanges are to assist our customers installing the screw fasteners. Note: Screws that are left exposed to the weather should be of a plated type that will not corrode. B. In Wind Speed Zones 90 mph and less (HUD - Wind Zone I): on uneven corrugated siding, a fastener should be placed in or near every hole to ensure a proper weather seal around the perimeter of the window. On smooth wood finish siding, a fastener in or near every other hole for aluminum windows and every hole for vinyl windows is recommended. When installing a window in this fashion, the installed window should be checked to ensure that there are no excessive dents or rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using screws, they do not have to be in the hole, just in the general location. C. In Wind Speed Zones 100 mph and greater (HUD - Wind Zones II & III): one fastener should be placed in or near every mounting hole to meet structural strength. Except for the required number of fasteners, follow all instructions listed above. Mounting location is as follows: end holes will start no more than 1" from the end of the frame and will be spaced apart no more than 4- 1/2" evenly spaced between the end holes. The fastener location from the mounting flange edge will be no greater than 0.135 for all products. Page 3 of 4 -0- ©0 S - 11. 13 .• m O O N S A O - y y c GI A Z - 0 G r ra m -4 1 r A , l mmr N � W N K N 0 • m m x r = 22r = ° 0 O y x p A A m O - x m o 0 z CO O N Z _ x -1 N a O 1 r r N = r A p 0 4•441111..• ®0_,..- _ S y Z S K y a . O x - 3E Z N -I - -4 sa 2 -I 0 I m r m 9 e ° 0 u 4, 1 v mti 000 A m m m= ..3111-- O - -- -11111 3 . ; x 0 S --i �rT1 Z 220 >a am a m m N r ~ z i O 0 -r2 ti 300 'is A m0 -I mm m x 2 a Z S N A O m m y y 0 r m S y r z--4 ZNm -r 4•, - I t r 0 m z m r -nm Z Z S S2Oaa ° Q G� ' Q Z S N x m N © 0 m 3... a MI x < 0 70 s - - -1 N 2m Hm z 2 m x 70 0 ti m -1 -nr CI QA y * - 0 <- 7. as - 3.. 73 NA y y +1 A Z -1 m MI r s - a CO m 0 y Z r a Z.. . - D y N • Z y - N oi Z T = D S r - n 0 i C ...UM ® 0 ....41111/14. 0 v pz • z m y s m s TB 73 2 C. - Q / / m 0 A a L z a Z 4 A a .. Z � CA - 0 --1 Z - N G1 0 02 I- N m z Or m Y A N r a m C� 0 = x Z X. = 70 0 s `•G - ■P9 ■ ■ x 7D -I : it".......****** L. z Cr) D N H -- O rn G -D 2 Z - ` -1 rn _ - A as y x O z a H N 3 r Co Z C ti m 0 D -i r x r O 0., _ m m MI Z S N m A - -co m m x Z` m 77 A2 - 0A - 00 m rrn C S. < N -m Or .--)A� f./) 0 mmZ..,„O - - m2 'r+AO • en Q m ~ m m CO 3. -I N = S 3s. 73 m S S i 1"'1 �� avS -• �m y 0 2.7 z 0 0 -1 'V z --ice - Z SN C/) N 0 m ANa -* Z - CA �a x -0 - I �+ -C 2 0 '-'� ✓ _ -A= CA Vf GI m Z �o .- D f A + S m = p --4 -I z �� --1 n r -� - �� mmxxmm 0 O i M - no �-4z 4-4 m AZ33 s I ; -- y `��J z m -+ 73 0 0 0 a C '� - , y a 0 r -4 O x o _~ 2 r = Co L - + - i Z v -. 0 S D S rni = S OZ O A Z m m W A • L AAMA I•�� (Validator / Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Kinro, Inc. 500 Airport Drive Mansfield, TX 76063 Attn: Mike Kinard 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 -R50 *- 914x1828 (36x72) (Negative Design Pressure = -66 psf) COMPANY AND PLANT LOCATION CODE SERIES MODEL & NO. PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Kinro, Inc. (AL) KIN -2 9750 Kinro, Inc. (GA) KIN-4 (PVC) (O/X) (OG) FRAME SASH Kinro, Inc. (IN) KIN -10 (INS GL) (TILT) 914mm x 1828mm 870mm x 745mm Kinro, Inc. (TN) KIN -12 (REINF) (ASTM) (3'0" x 6'0 ") (2'10" x 2'5") 2. This Certification will expire June 2, 2010 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Dallas Laboratories, Inc. Report No.: 37691 Date of Report: June 19, 2006 Validated for Certification Associated Laboratories, Inc. Date: January 16, 2009 Authorized or Certificate Cc: AAMA 4.4604 ACP -04 (Rev. 8/06) Ameri an Architectural Manufacturers Association ' Florida Building Code Online Page 1 of 1 4 Com Affa r�- ;► `. • I ratintra= CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search it Ilk ,,,.. 0 0 � Product Approval � USER: Public User Comm unity Affairs Product Aooroval Menu > Product or Aoolication Search > Application List IIIMMINNNIIMIMIIIIIIIIIIL Search Criteria Refine Search ► COt. MVN!TY PLANNING Code Version 2007 FL# 6184 ► HOUSING 6cOMMUNirr: Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL ►EMERGENCY ' Application Status ALL Compliance Method ALL MANAGEMENT Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ■ OFFICE OF THE - Product Model, Number or Name ALL Product Description ALL SECRETARY Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# liZym Manufacturer Validated By Status FL6184 -R1 Revision Plastpro Inc. / Nanya Plastics Corp. Ryan J. King, P.E. Approved History Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies (813) 787 -8283 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 -2010 The State of Florida. All rights reserved. privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 ?Ina -in Software 1 Customer Semite Survpv 1 Cnntact Us Product Approval Accepts: OM la Ea II Ora •rIIu•r http : / /www.floridabuilding.org/pr /pr apn lst.aspx 3/11/2010 Florida Building Code Online Page 1 of 3 C Affair s ` -tip `} r am At1OJ1£ CA CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search 616 ' `T 1, Product Approval USER: Public User Co mmunity Affairs Product Aooroval Menu > Product or Aonlication Search > Application List > Application Detail illiMMEMMUMEN FL # FL6184 -R1 r COtdMLtNI'Y P..A.NN!NG Application Type Revision 1 HOUSING & COMMUNITY Code Version 2007 DEVELOPMENT F EMERGENCY Application Status Approved MANAGEMENT Comments OFFICE OF THE Archived SECRETARY Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastproinc.com Authorized Signature Ron O'Connell ronoconnell@plastproinc.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence FL6184 R1 COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year 101 /I.S. 2 1997 101 /I.S.2 /NAFS 2002 ASTM E1886/E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDcishPeSwyod %2f... 3/11/2010 ' Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2008 Date Validated 10/06/2008 Date Pending FBC Approval 10/19/2008 Date Approved 12/10/2008 fSummary of Products I FL # Model, Number or Name Description 6184.1 a. Distinction Series Up to 3'0 x 6'8 Opaque Single (X) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.1 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.1.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6184.2 b. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite (XO or OX) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.2 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.2.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.2 regarding sidelite protection * *) 6184.3 c. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite (XO or OX) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.3 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.3.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.3 regarding sidelite protection * *) 6184.4 d. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites (OXO) The Sidelite Glazing Installed Utilizing . the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.4 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.4.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.4 regarding sidelite protection * *) 6184.5 e. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites (OXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgshPeSwyod %2f... 3/11/2010 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Evaluation Reports Other: See INST 6184.5 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.5.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.5 regarding sidelite ,protection * *) 6184.6 If. Distinction Series Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing l Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.6 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.6.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6184.7 g. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sidelites (OXXO) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.7 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.7.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.7 regarding sidelite protection * *) 1 16184.8 h. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sidelites (OXXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.8 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.8.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (* *See General Note 3 sheet 1 of Drawing No. FL- 6184.8 regarding sidelite protection * *) I Back I I Next DCA Administration. Department of Community Affairs Florida Building Coda Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privary Sl5tf npnt 1 Convriaht Statement 1 Arressihility Statement 1 plua -in Software 1 Customer Servire Survey 1 Contact U4 Product Approval Accepts: INIMR El Ste.nd s.e..w http: / /www.floridabuilding.or>? /pr /vr ant) dtl. asnx ?naram= wGEVXOwtDashPeSwvod %2f .. 3/11/2010 ,, ^ , 1 ...)..'.n...aaY...) Ou ',uup.o.aarr ay.) raw. nrrol- L. awey 1plov.a olbt.l .a.uWaa, MOOS Z V P N A (J N—. T a u, A. w iv _ . (; s�� o 3 a, �im 'tea o ` o a• ^ .oa 3 � . qn z rr Q o � c 7 53 coo No a =erg H 3X §-519 . 10O s _g = p j7 Ili � � Z 0 D ^• D 8P-.3 a S< � ? - QN, 5- v m3+m N o COO ' 3 X m -la ^ v � �' � �: go o �o 171 ?m �1 � Z / u le v 4• anO � _ c ��Z Z =� ,� �. 3 x 0 - z � n F r � n o ' 8 m ° �� a o•� 10 V! T aa 2 m m m 3 i� \ ms c D ao i a.n o m B `� `" D #1,1 .< 111•••• '� m 03 0 N o Na m � a ` D O n C V I O o L� g m " �l -n � � . 3 � —! —II 1— z * ny � m rn3 0 Q'$ a " ° ' Pion CL �m � Vl1n 9- 2 F 3- , g. g Z tq 70 y a � •� N � m t" n m m m my ' ' 0 25 O m m 0 'v MO 13 82.00" MAX. OA. FRAME HEIGHT - INSWING !,,,14. 80.3T MAX. OA. FRAME HEIGHT - OUTSWING O SP - 5 i __ .2 `i 0 �� x — p P 1 O O El a i El I y . PRODUCT: Daeum.nt. Jpp Pr.pamd By; Ir g 3 y • NAN YA PLASTICS CORP. C� I CONSULTA vahle FMS. l INC. 7759 PLASTPRO INC. L 0. ea m z \ FlBERGLASS DOOR Phone No.: 917.699.9197 j. O 0 PART OR ASSEA�LY: Flerleo Boon! of P.eaelonal Engineer. Iv H m NO DATE B TYPICAL ELEVATION. DESIGN G` / anmeal. Of Aullpry ^/ i � . 9613 REVISIONS PRESSURES & GENERAL NOTES i �'�P Lyndon F. Sehndl. P.E. No. 43409 0 20019 R. W. 19uLLD1NO ConauLTANrn INC. , r....IC.u,,v, rutler> \rr 1 oo. - o wu rov.meh 89i 141 \U. KWIC Orewings \6 .8\FL Model r ___ 79.25" MAX. DOOR PANEL HEIGHT 1 CP e I U ■■� 1 o > f ,, e ,(9 ,f, 8 ;-.4 zwimx, 1 O A X _ 1 0 • I 4 L 0 N 1.2V I.2 ut N 2. -.x n A II— H 1.20 y 4 r A T 0 z o f,, 4. ,�I.58'_, I I e r Ax ,.,,_„......,.:.,,_,_ n I.57' T I( 1----f ( i `; Y � ---1 I 1.58" �� aims e NN Z ao rn e 0 0 0 0 n. ill'--- 1 n A O III N t o N T n O x rn Z O m 0 O A PRODUCT: Deeum.ot. Pr.aer.d By: P I NAN YA PLASTICS CORP. �p / euwnMC CONSULT.wrs, INC. I 07 \ PLASTPRO INC. R W P.O. Boo 230 moo F1. asses r ; i \ FIBERGLASS DOOR Phon. No.: 813.659.9197 I .4.'-.. rs O y 2 PART OR ASSEMBLY: Florida Boo.o of Proi...lonol Eng:n..n NO DATE BY DOOR PANEL DETAILS C.Nlloet. W AatlwlzWa No. Bela REVISIONS L� �O /.4 09 0 2008 9 W. BLRC0:M6 CONlulr4Nrs INC. Lynoon F. Sahmldt, P.E. No. 4.3409 — w +v. �..° u ° n ye \OSO t.rA \•L .a.uwm, MOelI I "MIN. FROM I 'M( FROM 0 a -rte-- MASONRY EDGE - MASONRY EDGE - -�-► i � o c e I W N A p .r 1N Rua 0 � ^ f w 1 e + , O 2 -1/2 "MIN. FROM 2 -1/2 MIN. FROM A �J G`-_ -�� MASONRY EDGE - -- MASONRY EDGE �� �'� �� (TYP.) (TYP.) N O ®, O ® ® 7t • d • • ° vZy O a< ® a Z 0 = © Q r. , a � `� s A A c S ® e eo Ong n1 Q m m A O O .� A ©)4© m IF _, A m L1 7„ A O �I -I l A (ID W 8� ® A A o t —I _f L ❑1 e a � � 4� og0 `� - A ., R N / � � � �a� � /�� � � Wr WI 0 0 H ,,° . 1111.111 : ° —C) mill Z D • 5 0 C 1 "MIN. F ROM 1 "MIN. FROM - I MASONRY EDGE�� m p (TYP.) (TYP.) 2 Z �7n X if h ; J1, PRODUCT: Ooeum.M. Pr.por•d By. h NAN YA PLASTICS CORP. ��pp UILDING CONSULTANTS, INC. PLASTPRO INC. .o. Ban 230 Vehteo n. 33595 X a FIBERGLASS 0001? Phone No.: 913.959.9197 �. 5 y p • n. PART OR ASSEMBLY: Florida Board of Prof•• onoI En9I.r. I� rn NO, DATE BY HORIZONTAL CROSS SECTIONS C Of �"O�SO� No. 9013 47 ��_et / i f [ 2008 PAY BUILDING CONSULTANTS INC REVISIONS Lyndon P. SohmW,, P.E. No. 43409 A W ° • 0 ® O O / I T 2;5 A 70 LI H • DT ° ° • °. N I �n ° T ff3 ' ° • e \ \ 0 \ / s Z °° �y A Q A • H NI 11 ` I ei7 o Z p Oe - i • ®® 1 • 31 I� pr m� • ° • • • • 0 a i ▪ O 0.15" C'SINK (TYP.) o* a • 1 -1/4 "MIN. _ I_ EMB. (TYP.) •° i A A ° �I, Q 60 A A N 2 0 Q� m A i il qr. N v• r II? — �� €j N o 2 c T 2 Z n�ia 1 470 ° 2 ti m3 g A n m 0 I 2 i 1 / 1 • CO Oe 4 _ 1 D ; N N 00 VA 0 C) 3 rn I- 1/4 "MIN. � g p 4 EMS. (TYP.) S 7 2f E g PRODUCT: DocumentsDocumentsPnParoa By: • Y g NAN YA PLASTICS CORP. 1. BUILDING CONSULTANTS. INC. tO PLASTPRO INC. ✓WP.o. Bo, 230 varlaa FL, 33595 r y FIBERGLASS DOOR Phone No: 813.659.9197 I h D U) PART OR ASSEMBLY: Certificate Board or Profee.ran9I Eng :n «r. ceaoe. D n :a ,oN No. 9513 N0, DATE BY VERTICAL CROSS SECTIONS L 7 .- , — __ .4. .,• 0 +1 200E1 N.w. Su CONSULTANTS INC. REVISIONS Lyndon F. Schmidt. P.E. No. 43409 • .-., ,.. • , „,,,,,, ,,,,, - nw,inowvr oy.1 hi1u. ham_ uraangsam4.1 .81FL 6184.1 .8.0WG, Model o Pri C, Z �°a3a O 0< nx CD x3m i >< c zv.° a I 1 1 1 a Aa3 o`1' m 3 k '''''' c c n o n n a ' � O a < 3 - 2 m ° p0c0 n Z o n ° 1 / — D \ N r �ai3on°' N A mo x 1 1 1 1 I 1 ---1 3 ° o 33g I P n a ts.a1T MAX. 0 •-•.- m m m m ON CENTER 4.. m 3 a 9 2 0 ' ,: m °- 0 3 m 3 an°j a 3 3amc 71.96" - � � m ` • � p n r l 40.71" ' ' a 3 0 f 0 x © � 9.46" 1 • °— g om`^Q . E. a t I x m Q a v m • N 0 N " ° a m a 3 -3o m '„ � N a 8p,-08 O n n m Q 5. „, N n Q eQ ° an ` $ m y m m, ° ZZ 3 g m .n _ zz 96m52 0 A m m 00 F e � c” .. m 0 3 0 F ,' > . to F. 0 ® n O J `FA o z G 1 1 I 1 1 1 T �� I �'-_ 14.00" MAX. I I a ON CENTER I �I 6" -- 0 0 1 e kk 5 �J! ; ® 11 Pt, 1r ='-7 a 0 a \ -1 5.75' L - - -- 39.17' g S g i S i g PRODUCT: Dooam.nt. Pr.POr•d By I r� g Y . NAN YA PIAST)CS CORP. 6�pp BUILDING CONSULTANTS. INC. ° 01 \ PLASTPRO INC. FIBERGLASS 000R Jt WP.o. eox 230 valrie FL 33595 � m r y Phan. No.: e13.659.9197 I ,, o o PART OR ASSEMBLY: Florida Board of Prof...Ionol Engin «n V —1 SO N0, DATE BUCK & FRAME ANCHORING C ..t"1eoto Of eNyt on :De on N. 9813 REVISIONS 2X BUCK MASONRY CONSTRUCTION G f���/i'i'e/ 0 20013 R.W. 81.71/01140 CONSUIrANrs INC. L F. Schmidt. P.E. No. 43409 ■ m - Projects _* Folders _ -_ pf893 \ Pf m RIND. _BC m Am— mm. Model 0 - %o #nn7� lz « -Z� to " ‹� o o -3 |ar 3 • ¥ 84,..a,3 -‹-p-. ) \8, /§ 2 as (q6 e ® �A - |ƒ ME§ QAAog a 0-® &o ■ «oa §| as e 5 g ] '' — 0 on \A3|( / r fl0 k }� �`� % coa R ƒ \ / l 2 i ƒ _ I • • • • • . Y % o §"1".g.19 .. B k ( g& n ƒ ¢? kk� }/ ) �a� 64 . /0 zo -n \ƒ 2/ RA- E a7 22,i §2 , :........._.-1 §� }\ c. n a 6f � . S''' Q ¥, 2 1 1 1 1 1 3 -410 I a g // § x § £§ | 4 B R ,a (1#«; ( � 0 q | 1 &E| Q. � § )s E o a. / �} # — ƒ§ � $ 1 \ 1 1 1 | 1 | 0 f -a=0 � 7� ] s 0 0 § • . . . : k le EMT U § mmrithmor 9 ���� -1 ! / 39.12" 0 \0 § 0 0 2� .‘ 0 0 ¢ CI 2 1. g �i ;¥ I PRODUCT: �� j ,, » PLASTICS cR � N INC. a 33595 §6 § � ; § PART _ _gym �_____ -__ @ me BY � ANCHORING REVISIONS ae .� «CONSTRUCTION »� 0 _.R.�� _.t __r, _ _ __,� 434011 • p .,,. , , ... ,, .-.. , . rrnya�a .o•r.i olaY.l- .tl.UWI,, MOOEI O W N O 18,) V P u L W N O oo V D c,. D u+ A W N— D -- M �O co Cb U Cn A W N g��d�=0 0O= - 0A�nnnT Z Zm ==m<204 --N� 3 a > x A ZC -. D � 20x OffOO HC.�O� iEMzc'O '°_" a a7<7C _, C AXT - M � ,, rn220^'m > xK c n D W - ' 9em� -' ^ - 1mcnG _ ,_ .7 0'^ ? ^'R'D n n AZ A r m -av fp ' --4 co ,,e7-2 _� C)D v = DD -< D O D - o zK z?=�?? =G)G) r 4 0 m = = O T—... ` -" I N.0m m - m = = T3 n pz _ m 05_+ mm = '- -.m ADD 0-v -'0 ?p m3>oo B A m m 3 AKS Amm 04_0 02°p 0Om O U v mOZZ fZ 1o i ^ ^m f7 n n ZAm , u5 Dr _ m°oAm O() mmy m 0 K N� a e � = fA ZO mZ r^ D p < OW 00 mom mZ 0Z=O co T .'O Z o c ., 0 Zm W ^-I m N Z < D 0 a 0 Z 0 Z 0 m = m D Z% � ,0 D 0 D 8Z A A O 0 0 El 0 z 0 m D_ 0 000 0 D >() 0 c c p T 0 0 0< � mm E , - —.< ' aa 3:'- lElE « Ar^r^ y 4E g 0 D mmmmr fmmmm - P m,- z Q m 0-(-< ryr m m Q Z r p - 0 -0 < r S` � v A 5�� mmm 85 A S nnr m 00 < 'n v � m von 1 1.zr P. ___ a I a ar P � 1 I N / 1 — a Vi ' a N r _ iy ,� I-- 1.37" 1.37" -I I- zs' .25' c 1.21" z i w r J l 1.37' w a N 0 • j m 1_ a z � _ f y� 75" Q qq yq - 125 E k PRODUCT: Documents Prepared By: T yf , � 3 r NAN YA PLASTICS CORP. ��pp BUILDING CONSULTANTS. INC. or Z \ PLASTPRO INC. Fl BERGLASS DOOR JL P.o. 60. 230 VoIrI R. 33593 Si ii; r y Phone No.: 673.959.9197 I N + i - oy (.1) : - 1 OR ASSEMBLY: nertdo Board of Professional Engineer. N0, DATE BILL OF MATERIALS Certificate Of A Gelb 95 No. 95 3 BY n , ' .," REVISIONS & COMPONENTS y Lyndon F. Schmidt, P. -r 200 P.W. Eu N :co,a CONSULTANTS INC. _ E No- 43409 6 Plorida Building Code Online Page 1 of 1 t�bRItPA CiBpgRtMFZgVT i � . - ,� / / , om i t Aff , , i f r . - roCAH. AnotnixA OCAPROGRAtdS CONTACT r . w 1 . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search !Product Approval ,,', av►J . USER: Public User j Community Affairs f - Product Approval Menu > product or Application Search > Application List 1CCienaAr i , Kamm* - 2007 FL# (Search Criteria Refine Search !Code Version ALL siimisimi .CCti:A4UNTTY: ` Application Type ALL Product Manufacturer t LOMMErt Kinro, Inc Category Windows Subcategory Single Hung •EatERCr:•CV Application Status ALL Compliance Method ALL atAhlA[sENQVT 'SCezETARr Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL 'Search Results - Applications — - - -- -- — -- — FLiM Tvoe Manufacturer V lidated By S tatus FL993-R3 Revision Kinro, Inc American Architectural Manufacturers Association A History Category: Windows pproved Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association A History Category: Windows pproved Subcategory: Single Hung (847) 303 -5859 FL12053 New Kinro, Inc American Architectural Manufacturers Association A Category: Windows Approved Subcategory: Single Hung (847) 303 -5859 Department of Commim ly Affairs Florida 5Wldip Code Oa/Me Codas aad staadarda 2555 SAumard Oak Boulevard TaNahassee, Rorida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: MprN S •10011 r Florida Building Code Online Page 1 of 2 - - - ' r DCA NOW ABOUT DCA =PROGRAMS CONTACT BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search <. ° :, t,T Product Approval per/ 'lVl • p : USER: Public user _doh, ,. Community - :- Affairs k . 1 Product Aooroval Me nu > product or Application Search > Application List > Application DetaH HiESSIMEHIMINSpospi • natmm au+NNING FL # FL2864 -R2 Application Type Revision a♦otrs h� a cca.s1luulTr Code Version [DEL ° PraEHT 2007 ♦FoENCY Application Status Approved fONAGE_-MENn - Comments ° OE Or THE Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddeweyOkinro.net Authorized Signature Kinard Mike mkinard ©kinro.com Technical Representative David Dewey Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single 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 Year AAMA /WDMA/CSA 101/I.5.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 , Summary of Products i FL # Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed 'Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 I Design Pressure: +45/ -45 Installation Instructions • Other: FL2864 R2 II Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r _ Back J r Next Deparbreat of Caaarunitr Affairs Florida SWila. Cede OntMe Codes and Sbadards 2555 Shamed Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8x36 0 2000 -2005 The State of Florida. AN rights reserved. [eevr+oht and DI dMm r Product Approval Accepts: RE 1111 C O leer N ?;C 03 l 1 EOp9 1-1:5- I M 1 MOBILE HOME S11F'Pl i 86 3S67777 Pi:6E : c' Reviled Jae. 20,2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow theme instructions may cause the window not to function property. AD product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional rnq.iremeets, and those codes may rapersede these in,tr.etioNs. 1. Rough Opening Preppntioa A. Opening for windows should be framed in accordance with the required standards for size of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre- finished paneling, shims, liners, etc., where used. B. Window roses opening should be level, plumb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurenents. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and level. Bowed or warped sill framing members ran result hi a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Flashing: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition, 11. Window Installation A. 11 is recorrunended to apply a 1/8" thick, suitable, good quality, non - hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keep 07 11 E009 1-1 : 5c: K I 1 ) I i iE :1 l E HOME = `r F'AtaE : ] C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener al approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeal this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section m for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the iemainder of the fasteners in a continuous clockwise (or courier clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glaring member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. 0. if the exposed surfaces of the rough inside opening are to be trimmed out with pre - finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. If interior trim is installed prior to window installation insure that enough room is left to allow the window to firlly seat against the exterior wall surface. 1)0 not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. 11. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation ofthe window. I. The window's exterior mounting flanges should be checked after the installation to assure an all-weather seal. 11 is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fins (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected tame sill on the outside. 03 11 B009 19:5: 1 LJ 1 MOBILE HOME SMFFL r B63667373,5 FA(aE :c K. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system the window certification. The operating instructions and certification label are a permanent part of the Egress unit and must not be removed. L. There should not be any obstruction placed, attached, or located inside or outside an Egress windcw which would hamper direct access to Egress Devices or er>croach on the minimum dimensions for horizontal, vertical, and square Watt of area required for exiting. Caution: Fla/tunable fabrics could prevent access to the exit devices. M. An operational check of each i stalk d E ess Window or Nook* shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory veeord and retain a pennants* record of the serial munber of the Epees unit in dliu* correlation with the serial number of the Manufactured Home in which it is installedd. This will facilitate correction, recall snd notification for non-compliance defects and/or imminent safety hazards. N. Do not install vinyl windows on top of vertical or horizontal instal siding. Flanges may be damaged and leaks may occur. Warranty is void. la Erato= A. Either screws, nails, or staples may be used as fasteners for your installation. The fawner trust penetrate the stud at least one (1') inns, allowing for exterior sheathing. The pre- psmehed mounting holes in our window flanges are to assist our customers who use OE pall head avow fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth shank mils (min. 1 W penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, "7116" crown. Note: Any fastener, either stew, nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. is Wield fined Zone s 911 snub age WI l: on uneven corrugated siding, a fastener Avoid b. plated in emery \tie► to easara a proper weather seat around the perimeter of the window. On smooth wood finish siding a fastener in every other bole for akatlinum windows and every hoe lot' Way! windows is recommended. When installing a window in this fashion, the installed windtsww should be checked to ensure that the apt uo excessive dents or rises in the fin that would allow a water or air leak. Extorior type trim could then be placed over the window. When using nails or staples, they do not have to be in the Holy just in the general lboation. D. L Wiad tsuei ?inaea,sep Meet L• urea (►�i rl JA &>in: one fastener should be placed in every mounting hole to meet stunts ral strength. Except for therequired number of fasteners, follow all iosrnsctions listed above. iao `` Ctt11 4 Ex p 00 Di d > • A1.T6 te e' � . OF CAt.1�� � �ro WINDOW INSTALLATION $ FASTENER PLACEMENT ... 0 ---I> I r __ 1 0 0 FIIEO SIDE OP RA 0 0 SIR F 111 LITE . . 0 0 OPERATING HORIZONTAL SLIDE SASH WINDOWS < ... 5 a <3.,................. 6 ------0. c VERTICAL SLIDE 0 0 0 SINGLE HUNG a PICTURE WI NDOWS After ioilial fosteoers ore Placed '3 a run all other fasleners from 4. 4 — › 3 ----D' one of Them 10 Ike sod of tie meaber. DOUBLE END SLIDER It is racommasdad to @limy' atart COMBINATION at the oppreiimete teeter a1 the jamb, .WINDOWS MIRDA[t FASTENS' LWJ SEALANT /TAPI VINDOR FASTENER SEALANT /TAPE -- SIDING Li METAL SIDING `� `_ d I FRAME me FRANC JAM La ` 1-- TIIN l 0 0 Lai = IITEIIOR j "" MUSIC' STUD V) FIRISM 1,05511 l.I.1 V) V —1 — I10' -« I11' LJJ TT►ICAL Mt AS awes sic 10N TTFICM. SIDE JAW CMS SItTIOR ■ITR 1/111101 TRIG !ITN 1/11110/ Mu usTALLED AFTER RADON Pose 4 of 4 ►ITALLLD WOK PIROOG Florida Building Code Online Page 1 of 3 ' - amimmun . --- Amiiirkis --- wit .....,. -..7,..9,•,•‘„ •,•• • „„ :,,.. j ...., '',"4 ' i l rA ' q ,41,iji It iii:iii5„. , i F q NE rOCAHD AHDUtMt& ACAPROCRAM9 tA aONIACTD > ,4Y F BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stab' BCIS Site Map Links Search i 0 I � '� Product Approval 14 USER: Public User A/0/4 N , rAd CE- / fl Community' Affairs Product Aooroval Meng > Product or Aunlicatbn Search > Anolication Lost > AppNcatbn Detail ERIMERNSIMMEIMMEER • (mummery PLANNINGi FL # FL1722 -R3 Application Type Revision • „C", Code Version L WLtExt 2007 iF1 l3zttFNCr Application Status Pending FBC Approval " - Comments +omor Archived s •-, Aar • Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowersOelixirind.com Authorized Signature Robert Powers bpowers @ellxirind. com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 infoOptc- corp.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Year ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A f Ato Ci,hmittori - Florida Building Code Online Page 2 of 3 Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 Summary of Products I FL # IModel, Number or Name Description 1:1722.1 11402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window Limits of Use Approved for use in HVHZ: No Certification Agency Certificate R3 FL1722 R3 C CAC 402-14.odf ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +33.3/ -50 Installation Instructions Other: FL1722 R3 11 DWG 402- 14.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports F11722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.2 1402 -20S Vinyl Steel Out - swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 20S.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -45 Installation Instructions Other: FL1722 R3 II DWG 402 20S.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.3 1407 Vinyl Steel Out - swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 407.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +50/ -50 Installation Instructions Other: F11722 R3 I1 DWG 407.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.4 1430 W9 Vinyl Steel Out- swinging Regular Door - 9 -Lite Window (1'8" x 3'0 ") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -40 Installation Instructions Other: FL1722 R3 1I DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.5 6400 -W9 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400- W9,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes lLimits 17 of Use for use in HVHZ: No Certif c tion Agency ncy Certi i ateV1ew Storm Door of Approved FI 1722 R3 r C Rsnn - Huai ..4 Florida Building Code Online Page 3 of 3 ii Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions l' Other: FL1722 R3 11 DWG 8500.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes ,1722.7 19000 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved oved for use in HVHZ: No FL1722 R3 C CAC 17024 9000 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 11 9000 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.8 9401 -W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency Approved for use in HVHZ: No g Certificate Approved for use outside HVHZ: Yes FL1722 R3 C CAC C 1 17024 9400 IS.odf Impact Resistant: No 11 /20/ Assurance Contract Expiration Date Design Pressure: +60/ -60 11/20/2012 Other: Installation Instructions FL1722 R3 11 9400 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.9 1STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7 000- OVAL.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 11 DWG 7000.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes lack 1 1 Next DCA Administration Department of Community Affairs Florida lu/IdMg Code OnNne Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 ® 2000 -2005 The State 2 e o/ Florida. All Fax ight reserved Sonvrioht and [Acclaimer Product Approval Accepts: littil w.rus. T y � m / ... m yy m N opt Z n. D z x 7~ m ° N m m -n= m N r m M EA A O X g i En N e go 1 ym V 0 Z HC yl4, k C Rf11t� -9 I i i K D 3 �°n mi cA > mm� mmom nAAO 2 "t sp. c.T>o m cc 0 mr N E. 8c TA � 002 Tn " m m Z D a ~ NNA � f C m � O s " 1 ' -� O F A j m F A mT m O T 7 o C i N m y i tt m ?g .8 O Z F p O .. c ; ~Z iTml gAtp, X> pill; -i o F c . g. a• 4 m m 80;0i (( A A A l 0 A 05C m p m p 9' i . i5:. /n - ° y � r ; ySj Z Z L1 N N yi K �ri p 1 TT ~ T ? Z o m0 T 2 Z T m C SS m ~ I p � O N t 2 y O 0 • N ' y D 4 r T 5 2 w�1 i till -1 x -4 A a � m iiQ a p� �1j1 LIS pp ; y N y 0 1 r D-+ 0 ..L Z ° TD p 4 °jl p > C 2! i 1 1 T Om T m p 0 N 9m m )) y °I AA! N § i fl2 ~ 7) r m 0 • i n T o m 4 co. `A, 0 �' m� A C T - x a { o 2 0 ¢ v a ql /ID VI b • I N o 4 o m i g yo IT M a N r -4 Pl y i y d$ !;i i Pp i t E € � ` W O 10 A g O p Imnrl -ir2 n= h a ; ` . C) M S m -i .I A� a � � .S � 111 F im Y r A 1 N g N 1=P I sE` b C _ g w T t1 111 q ell ai y € g 4 o g �r CA y g 8 0 1 N t - lN g iig ; ii! 4 m " i x � ° 2 y TA T o m R SUw 4 n O a= ~° b $ € E sgi 3o ; p ny A 7c m mmb N ° 0 ° ;R 0 0 n . >1 .r A 2 TN N 4 o . N I PRQKTt.Neaoa imm_-_-___- INDUSTRIES MPROVEpev: o•h: vaw¢.w;r, 1300 POPE DRIVE P.iE.w`■n OTE, Fb"^� E =i DOUGLAS, GEORGIA 31533 PI- T X if 0 - i m j xi 1 ! 4 e 4 9 x o 1, • x■ 'v tt 4D4D4+45 1 re lepl � o } T 4 5 0 4D � � 4D = o 41 DI 1 -31- 1 4 +4)4D4© )c_n ag `:rz r xo O se A r v x e El p n it n m Z 1 T i a r V L l v 1 Z 00 � Z � III N Z O p p < 0 r, Cud ...^1 � ;m in > L J 7 p y ; i;R E K O g m,; 2i Q I "09 p 1 z .z or • n 6 A yyZ In A o x 2 x C P H y , _ O Z � z H p co N ■ vRO.MCT - o.a ELIXIR INDUSTRIES �P er: o�7E 1300 POPE DRIVE .... ...... ____1 P 05/14/09 i P• Pl. .+•7ifJ . ... ...... ..� .. DOUGLAS. GEORGIA 31533 ,^ ^ ^, ( I /� ni. . I. N a cn i y N m O m qi-+ 02 E E x 0t X 3 > ti x m0 z� m 0m pp Z �II .9 4. 0� �0 Z 0 = Tn $ Si -+T m > m a Zx ix 2 N 73 A m ail P la n / ON f: 111 y A _ ' IVA 1" N _� 1► IN 2 G Mm § m • i ° F�nz i �m g� x _ �_o Ai E iI n r z r x p g yy it-1 2 N m y p E r PlCD $ m gm 2 m . Z 1 �m I I r i 0 Z� i t. szt H —z' a 0 K TIN ca to j . ` J Co Z N 2 m N - y m 1 N `% Xna t Y m ��N A -40 D n X " m Y 0 5 m CI mz gi b' x m t y r� Q _ 1f o; mm - A � N� o z z� 4i N m.b, A y m+ m• z r D N I7 E a = QQ f m 0 0 6 p h _ PEWEE', 0300.0403 ELIXIR MDUSTRIE5 APPROVED EV: DATE: 1 1300 POPE DRIVE P.m E. wwW �PI . Z., DOUGLAS, GEORGIA 31533 j ova z co E tn co D m r O m -+ IA ?z 11 —I 0 p { pp 3 0 0 m _I 3 i �'z i 0 0 0 r2 p m m O a v z i N -IT m c. z m = 0t S A 8 ? ZO Om a m p + O O �^ o �I� A � y y i y O 2 O .� � L7 it:Z° 2 7c ��� -i )t tt en p. O zx I ~ r ; v fej, ro ELE V _ �...: j � N my MI Z I1.� -/ • 1 -- w m IA * I o m o 0 6 it ! 1 .. N 1 ... CO El 'L, r N 11._ _ t= co ..- :N . 0 � "r c y . , �� n ril � � m a mC m Z Z ...>1 ., ,_� m Z Z 3~ zw N m Ci7 C$ - rm m -� T c il * ix ? c rf, z� 5 4 m my pp o � z0 O6 p� . Z c � ;; �S m 0 z 2 -+ Z z m• - iN me 'ZA L Z z z -I Z to S 0 0� � rs m r17 _ O 73 vRCUE =T,opa ELIXIR INDUSTRIES MVgOVED ". oATf� 1300 POPE DRIVE DO UGLAS, GEORGIA 31533 v„c.w.w.r O5 P . 11 F:;.:.,....„.. . . mir NON•IMPACT MODEL 402.205 OM VINYL LAMINATED STL DOOR