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09-9477
CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 9477 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:9477 Issued: 8/28/2009 Address: 37112 NEUKOM AVE LOT 354 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 31,303.92 Total Fees: 320.00 Subdivision: GRAND HORIZONS Amount Paid: 320.00 Date Paid: 8/28/2009 Parcel Number: 34- 25 -21- 0180 - 00000 -3540 aa;,_:, .? _. :U .: ' ": =7 .:.': 7# .? £= e.���� '. :<�... #:'. §<Yaa,j r@<% °:vm ` rap Name: B & H CONSTRUCTION OF CENTRAL FL. Name: GARRISON, TERRENCE & CHRISTINE Addr: 4025 MORRIS BRIDGE RD Address: 801 S. PINE CREEK RD TAMPA FL 33543 FAIRFIELD CT 06824 Phone: (813)782 -1064 Lic: Phone: (203)521 -5691 Work Desc: RAISE SCR RM 180 SQ FT/196 SQ. FT SHED/ 526 CARPORT SQ. FT BUILD! E 285.00 EL TRI AL E 35.00 F -41 /7) 7 ...: \ O F ; : a� E z �� w. a ..'" ` r�INAL SLAB RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." CONTRACTORS SIGNATURE PERMIT OFF! - - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: /3X eArk e k Date Received: 8- Z-( c 9 Site: 3 71/ 2 Wea,e&i, Permit Type: / rG{!St°lI /'/ ".S4,6( S Approved w /no comments: ❑ Approved w /the below comments: ❑ Denied w /the below comments: ❑ - I MI( s-e-f 5 krvet 3) ( PUic, tt -05 21777 Pg C. .g) p C This comment heet shall be kept with the permit and/or plans. — `fib - ° 4; Kaivin Switze — Plans Examiner Date ntractor and/or Homeowner (Required when comments are present) CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9477 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL " �; - ; _ ,. :.. r . Permit # :9477 Issued: Address: 37112 NEUKOM AVE LOT 354 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 31,303.92 Total Fees: 320.00 Subdivision: GRAND HORIZONS Amount Paid: Date Paid: Parcel Number: 34- 25 -21- 0180 - 00000 -3540 Name: B & H CONSTRUCTION OF CENTRAL FL. Name: GARRISON, TERRENCE & CHRISTINE Addr: 4025 MORRIS BRIDGE RD Address: 801 S. PINE CREEK RD TAMPA FL 33543 FAIRFIELD CT 06824 Phone: (813)782 -1064 Lic: Phone: Z o 3 - 5 (- s'‘ Work Desc: RAISE SCR RM 180 SQ FT/196 SQ. FT SHED/ 526 CARPORT SQ. FT <4 `�:t'n S r §s,. s H . E e"'• `' - pry,.. ' 35.00 .� rg K. u BUILD N FEE 285.00 ELE RICAL ° Ik) 0 t , , c) 0 e , ' ` 3 (S6 M e u d? F . . - INAL / .., E , • SLAB RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." fO 44 /x , CONTRACTORS SIGNATURE PERMIT OFF! - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Pasco County Parcel: 34- 25 -21- 0180 - 00000 -3540 001 Page 1 of 1 Search Again ' Show Map Building Schematic Unavailable Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: I Weekly Archive - Saturday, August 15, 2009 Parcel ID 34- 25 -21- 0180 - 00000 -3540 (Card: 001 of 001) Classification I 00 - Vacant Residential I Mailing Address Property Value GARRISON TERRENCE & CHRISTINE Ag Land $0 801 S PINE CREEK RD Land $25,566 FAIRFIELD, CT 068246325 Building $0 Physical Address Extra Features $0 37112 NEUKOM AVE ZEPHYRHILLS, FL 33541 -7731 Market Value $25,566 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 See Plat for this Subdivision ,+''" Taxable Value $25,566 GRAND HORIZONS - PHASE FOUR PB 61 PG 023 LOT 354 OR 7351 PG 1354 Land Detail (Card: 001 of 001) I Line 0 Use IIDescriptionll Zoning II Units II Type Il Price II Condition II Value 1 0200 MSUBM 00M1 6,000.00 SF $4.00 1.00 $24,000 2 0200 MSUBM OOM1 2,847.00 SF $0.55 1.00 $1,566 I Additional Land Information I Acres II 0.20 II Tax Area II 3OZH II FEMA Code II -- IlResidential Codel) GDHZLP1 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved I Extra Features (Card: 001 of 001) I Line II Description Il Year II Units II Value I No Extra Features I Sales History Previous Owner 11 GRAND HORIZONS INC I Year II Month II Book /Page 0 Type II Amount I 2007 II 01 II 7351 / 1354 I WD II $35,000 I 1995 II 12 II 3508 / 0207 II WD II $o 1993 II 10 II 3214 / 1147 II WD II $ Search Again Show Map Building Schematic Unavailable Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections http: / /appraiser.pascogov. com/ search /parcel. aspx ?sec =3 4 &twn =25 &rng=21 & sbb= 0180 &b... 8/26/2009 111111111001110111011101110111011101110111hill1111 2009120330 NOTICE OF COMMENCEMENT Permit No. Rept:1260865 Ree :10. DS: 0.00 IT 0.0 Cler Tax Folio No.3 - - �/ $j� — Qpp p d - 35 �/� 08/28/09 - - -- 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 1.Description of property (legal deseription) _D ,v5^_�9�•is �ST `, a r� 35 �J ®t rO 1 /tF/leI !"bn�r� OT 7`.JJ I r9.1j a) Street (job) Address: 3'7 //a 6k toro •rr__ g,(, 4 1/ s. r/ 33s 2.General description of itnprovetnents /�es�i - _ — - - --- ------------------------ 3 .Owner Information - - - ------- -_ -___ a) Name and addr essT GC rmm� err�le . r ,I L b) Name and address of fee supple titleholder (if other than owner) c) Interest in property _ _ - - - - -- 4.Contractor Information sfeue aia ort e l erl F< I n a • 4o x .,.,. a) Name and address�'�N Cot+ IMprt- � sTirtd t�+l el � <<S F/335jfj? b) Telephone No -: $l a- 7$D - /pGy Fax No. (Opt.) 813 - ` - 115"' - 1 5.Surety Information a) Name and address: b) Atnount of Bond: c) Telephone No.: Fax No. (Opt.) PAULA 5. 0' NEIL, PASCO CLERK & COMPTROLLER 6.Lender 08/28/09 1 0 1 a) Name and address: OR BK PG X of Phone No. 7. Identity person within the State of Florida designated by owner upon whom notices or other doctunents may be served: a) Name 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(1)(b), 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 - COUNTY OF � . ►+n Notary Public Stale of Florida 1(r. n t o ffer . 4f Bruce A Asbel Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager My Commission DD566784 n t eNarn / e.. (ourrtso Exp ires 06/22/2010 Pri m e The foregoing instrument was acicnowledged before me this a L day of At .k.3 20 09 by I 6 / J , Y �CCiY�C� C3I AsotN as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on b alf of whom instrument was executed). Personally Known OR Produced Identification Notary Signature 1;, -' Type of Identification Produced Name (print) 5IZt -'C (_- 4 • , 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 ��' knowledge �� a �, n ,,�� d � L belief. FORMS NOC,,sd007 '^"O1 .' rRRAlq - ` � ; Bruce A Aabei • my Commiseton DD5867884 Signature of Natural Person Signing (in line #f 10.) Above a Expires 06/22/2010 STATE OF FLORIDA, COUNTY.O# PASCO THIS IS TC CERTIFY THAT TWt , FOREGOING TRUE AND CORRECT COPY OF THE DOCUMENT' ON FILE OR OF PUBLIC RECORD IN THI$ OFFICL ca_ NESS MY HAND AND OFFICIACSEAL TkIS DAY OF 7 2 . PA LAS. O'NEIL, CL R10146, COMPTRO1L BY " DEPUTY 'j J� 813- 780 -0020 City of Zephyrhills Permit Application r l� l ��/r Fax -813- 780 -0021 Building Department T Date Received g r 1' Phone Contact for Permitting / Owner's Name l ' G+0 -4r1S+1YvG ("!RXr► Owner Phone Number Owner's Address i0) ., - r`hot 0,rvieJLita r C (i 0....1" Owner Phone Number © 4#05/ Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS / 37 1 i 2. , xl eu.�(On,� A� LOT # 35 SUBDIVISION /C0.AJ 14oI0, T17 PARCELID# 34- a 5.. -.)I -GM80 - b0000 ^ 35 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED r✓ NEW CONSTR ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE n SFR I-1 COMM n OTHER I I TYPE OF CONSTRUCTION I BLOCK [n FRAME n STEEL n OTHER I I "�, � DESCRIPTION OF WORK t44 haw. ��, I . M r p j 1. e d • - r o rT BUILDING SIZE SO FOOTAGE 1;4 HEIGHT BUILDING I$31303 l VALUATION OF TOTAL CONSTRUCTION E LECTRICAL $ i AMP SERVICE I PROGRESS ENERGY [I W.R.E.C. F PLUMBING $ n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION F GAS n ROOFING I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA InYES f No BUILDER A //// Imo/(/ 2- I COMPANY 1 Coma} t.-I- t r� of. C,�, ( Ft (k. SIGNATURE /� REGISTERED �/ ,/I �'' I�/ N I FEE CURRENT Y / N Address I yoX Opus -,e . r Avrias 3 __fLr3 License# (1. 7 , $-. ELECTRICIAN WY 1 � COMPANY (�lJ ¥/ N �>,FE �(�( /� ' SIGNATIGNAT URRE / / REGISTERED I Y/ N FEE CURRENT Y / N 'L 3 Address -i, ,WS3 0417 ZgFhyrt1 t [ ` .S i pi 3x53 License # t j �,00Da 'I7 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I I License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 License # 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 onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '" "PROPERTY SURVEY required for all NEW construction. ' Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW • NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other 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 less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT/ •✓t,Q i� e e CONTRACTOR ubscribed and s` oyn to o ed }�efore me this ubscribed d sworn ( ) be re me this a0 - 07 by _ ( y. q eC O °t_ Q -'t by Who is/are personally knoyih to me or has/have produced Who is/are personally known o me or has/have produced as identification. as identification. T oL ' Notary Public Notary Public Commission No. Commission No. N.meo /� L L fNota t •ed •ri -.. :,.: -. ameofNotary typed printod Mamas q / Notary Public State of Florida ,pas Notary Public State of Florida �' Bruce A Asbel + Bruce A Asbel � My Commission DD566784 o My Commission DD566784 a t` Ex.'res 0612212010 or w ° Expires 06/22/2010 r " r GH7 %EST -MHP 4025 Morris Bridge Road b. 2ephyrhills, FL 33543 Phone: 813- 782 -1064 FREE ESTIMATES '' '' CONSTRUCTION Fax: 813 - 715 -6585 ESTIMATE f . / of Central Florida. Inc. Toll Fran: 800-224-1206 www.b hconstrudioni inc.c nc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE ** Lot #: 354 Subdivision: GRAND HORIZON 37112 NEUKOM AVE Date: 5/12/09 Lap Siding Color: GLASS ROOM WALLS Home Serial #: Walls + + + = o L/F x $0.00 Home Model #: R System Insulated _ x = o Sq. Ft. x $3.59 so.00 Beam Color: Hand Railing _ L/F x $24.70 Woo All aluminum roofs include: Pans, Trim, Gutter, Down Step Railing 3 EA x $102.24 $306.72 gouts, 3x3 Posts, and Flashing. Maxi Railing _ L/F x $32.45 $0.00 14 Pans 15 Ft. Long 210 Sq. Ft. x $4.49 $942.90 Maxi Step Railing _ EA x $145.16 $0.00 34 Pans 19 Ft. Long 646 Sq. Ft. x $4.49 $2,900.54 Garage Door . 6 x 7 1 EA x $521.00 S521.00 14 Pans 13 Ft. Long 182 Sq. Ft. x $4.49 $817.18 Garage Door Header 2 x 6 1 EA x $100.00 $100.00 Pans Ft. Long o Sq. Ft. x $4.49 so.00 Garage Door Opener _ x _ EA x $0.00 Valance 62 L/F x $5.45 $337.90 Garage Door w /Windows... _ x _ EA x $0 Gutter on Home 56 L/F x $6.05 $338.80 ALUMINUM TOTAL $11,291.59 Beam Work i x $170.71 $170.71 2x4 SM Beam 32 L/F x $4.83 $154.56 CONCRETE AND BRICK WORK 2x6 SM Beam 90 L/F x $6.73 $605.70 Patio Slab 14 x 14 = 196 Sq. Ft. x $3.47 $680.12 2x7 SM Beam _ L/F x $7.32 $0.00 Patio Slab 18 X 32 = 576 Sq. Ft. x $3.47 51,998.72 2x8 SM Beam 54 L/F x $9.94 5536.76 Patio Slab 6 x 44 = 264 Sq. Ft. x $3.47 $916.08 2x9 SM Beam _ L/F x $10.79 $o.00 Patio Slab 5 x 10 = 50 Sq. Ft. x $3.47 $173.5o 2x10 SM Beam _ L/F x $11.92 $0.00 Side Walk 3 x 186 = 55s Sq. Ft. x $3.47 51,936.26 Carport Gable Framing x $114.56 so.00 Driveway 1s x 26 = 468 Sq. Ft. x $3.47 51,623.96 SCREEN ROOM WALLS Driveway Flair 7 x 22 = 154 Sq. Ft. x $5.21 5802.34 Lap KP 12 + 12 + 12 + = 36 L/F x $37.62 51,354.32 Raised Utility . _ 1 1/2" 1 4" x $37.40 537.40 Screen Door Includes: Raised Patio 6 C- 12 X 12 = 144 Sq. Ft. x $11.15 51,605.60 Closer and Threshold 1 EA x $114.48 $114.48 Raised Patio 6 C- _ x _ = o Sq. Ft. x $11.15 50.00 Gable Fill one Side _ L/F x $18.55 Woo Over 6 per ft per - 48 X 5 = 240 L/F x $3.28 $787.20 Fan Beam (not wired) _ EA x $77.64 50.00 Footer 8x12 Reinforced 32 L/F x $5.98 5191.36 Misc.: 50.00 Footer 12x12 Reinforced 42 L/F x $8.39 5352.38 UTILITY ROOM WALLS Skirting Footer . 92 L/F x $4.62 5425.04 Walls 14 + 14 + 14 + _ = 42 L/F x $43.19 $1,813.98 1 Tread Step _ EA x $119.01 50.00 Shed Door and 1 Window _ EA x $262.73 S0.00 2 Tread Step _ EA x $239.48 Moo Single Window (Extra) 2 EA x $93.71 5187.42 3 Tread Step 3 EA x $360.11 $1,080.33 Large Window _ EA x $135.29 $o.00 4x4 Stoop _ EA x $307.49 50.00 Bug Shield 14 L/F x $6.33 $88.62 Brick Skirting Max 5 High Double Shed Doors _ EA $684.24 So.00 Split Brick Air - L/F c _ Courses x $2.73 So.00 Gable Walls + + + = o L/F x $51.99 $o.00 Split Brick Solid 140 L/F c 9 Courses x $2.97 $3,742.20 VINYL ROOM WALLS Fill Dirt 1, Loads x $151.73 51,669.03 Vinyl Wall _ L/F x $57.39 Woo Pretreat $100.00 5100.00 Lap Top Inside and Out _ L/F x $17.53 50.00 Firewall _ x $800.00 $0.00 Florida Glass _ L/F x $12.90 $0.00 Misc: EXTRA SOD 51,000.00 51,000.00 Insulate Top and Bottom _ L/F x $7.59 so.00 Lot Grading 1 x $385.81 5385.81 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $162.81 so.00 CONCRETE $19,507.33 B &H will not be responsible for any leaks NOTE: According to the FL ALUMINUM $11,291.59 in VINYL ROOMS. X Building Code, a crack is not PERMIT $505.00 SIGN: a structural problem until it TAX $0.00 DATE: reaches 1/4" in width. TOTAL $31,303.92 *FAX TO: 813 - 715 -6585 FOR ENGINEERING.* All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid accounts in arrears. ANNUAL PERCENTAGE RATE of 18% plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS. } H O M ES N To: Whom It May Cotr,ern RE: Federal Register, H.U.D. Manufactured Homes, Subpart F. - #3282.254 Distributor and Dealer Alterations. Under this section of the H.U.D. Code, distributors and/or dealers can alter a manufactured home in such a way as to attach screen rooms, carports, shed, garages etc. providing said manufacturer is in agreement with the distributor's provisions of alterations. The provision shall provide engineered drawings as to how said alterations will be attached to each home and the distributors and/or dealers shall maintain complete records of all alterations made under this section for a period of not less that five (5) years. There must also be provisions for perimeter blocking at intervals at the attachment sidewalis of the home to withstand the download. With the above appropriate format followed, Jacobsen Homes would be in consent with any and all dealer alterations. Sincerely, Dennis M. Schrader President DMS /prnc P.O. BOX 368, 600 PACKARD COURT, SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726 -1138 From :B &H CONSTRUCTION 08/19/2009 13:03 11318 P.001 /002 C >l< ? j C.A5E416 T A. T, 4� A X <-.-101.(-- I* >f< 0.7 9 X / .k Rcoai .2 a/o ,r,,“,4 / RAitrcl pled TNR 45-41 7U s,t d .. :/ S ' L�7 I S� Ian ems_ ,\III:i ,d,0 st, U ..,eAa'QRTa V k I 1 d mo �� - ` A '4'4' — - 33 dgrvC r✓Ry �,�, im G GuRt 4s 3 y >v Z.... 0 35 6R /14-Pci /ilo /e r z 6 ,,,, , f n . il 3 l A 4 LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 08/18/09 B 85H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: tnr 4566 B Address: 37112 Neukom Ave Lot #: 354 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 10'x18' Raised Screen Room, a 14'x14' Shed and a 32'x18' 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. Sincer ly, C0 WITH ALL t MIWORK S W ' i'64/7 FLOOD CODE A Tt PREVAILING TA CODE E LEC DANCES COD , ILLS ORDINANCES onard G. Wood 4034 The Fenway Mulberry, FL 33860 CITY OF ZEPKYRI� .p q cA5cMc I , ,, pic, J 1 . A 1 1 IS' >i< d 9 ; / S,acc.i Rec =., acic} J /D RA /crcl Me e/ TNR y56L 8 / _ ly 1JA Y S74c'cl — r v 4A7 — "? .. 4\ S6 — ; ; 1 4 / &v / 3/ II ' V 4 a e'A R� N0,er _. lt n n ( p i° 32 EAS�� W v- - 7 9Pg"v ,:vA K l< � r � s < 3g �� 6) 35 y 32i /Q. VcvAon /9 c"6 ,R 114.4 /1/0/0 Zo''f' a c /Vie' / 3^ / ; 0 G I i f \ � p \f i . z %---g C I Lci -S QQ -"""qllill" , II IIIIIIIIIMu m 1 ')- U � k • k ) 9 R n c M n G • S ON, ..'''''''''' \ ''' \ \ I k. \� I 111.M.11 3 `C ,?t om o V :o ‘..:.; \ 2 It v .\1) q< n C t N. 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V — z ' . 1 o W v� u.eN��� °2� f Ocl> r- �.mn �_y^`^' TT Y � `��n ga- E-1 T _ - r A z V—^ C� _ O O U c12 1 — — e Mg 11 Iv cn = p w 1111 C. 111 m V W I9 <o s p / i w y" F w . - • m N a ___ti :: '' U q ° n w 4 C/� L� CO H L� O a / �g ■ h l o 11 kr, W o O co i N le UM z W iiiiirii•1 r O Lim Q t U 2 � \') a. . w x ,. ( ( i ,fi it 111111 lllhl rill/ 1111111111111t11111111111111111111111u111111u1u h ,!L w O N 0 0 �O m U _ • O 2 o CO I e o b v h IL Y ■ ENGINEERING REFERENCE SHEET • TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6X 1 OX l0 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOXIO WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC 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 "XI 1/4 "CROWN #10X3" SMS OR #10X3" 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 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS ABOVE FINAL GRADE, 3) 1"Xl"X 2" ANGLE W/ 2 #10X1" SMS REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORiZONAL BLOCKING /FIRE BLOCK NOT RE Q POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS 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 1" 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 II1 B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 l /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 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 SINGLE SM AM MOUNTINGS 9/16i • SOILS AND FOUNDAAIIONS Ma nt load intensity and erosion characteristics of dope 1 805.42.3 Plain concrete f Ci Mated al concrete foe Of plain eo footings. The edge thickness 180 5.4Footi Light air to supporting of other char, Footings shall be designed an constructed in construction shall not be less that 8 inches Allowable bear -ing capacity of the soil is not arcades, and (203 mm) why ply on soil. Thal able b differential settlement is minimized. The minus Exception: For plain concrete footings Width of footings shall be 12 inches (305 mm) um Group R-3 occupancies. the Supposing tcd to be 6 inches (152 mm v �k that is permit- n ( ) D that the footing Does not extend beyood a distance Footings to areas with Thickness of the footing , , , n either sick of the u expansive soils shall be designed Wail. In accordance with the provisions of Section 1 805.8. 1805.4.2.4 Placement of concrete. Concrete footings 1 8 05.4./1.1 Deli loads F Shall not be placed through wa►.r unless a trunk or other Bn , ootings shall be designed for method approved by the build' , icial is the most unfavorable effects due to the combinations of building tests Where loads specified in Section 1605.3. Thc dud load shall in- placed under a in the s he wet toff shall bed presence o the e mini - 8h foundations„ footings end overlying deposited approved means to le C ur b l e n t fill. Reduced live loads, as specified In Section 1607.9. mum segregation of the mix and negligible nubttJemtx 01 Arc pitted to be used in designing footings, the water. 4 1805. . I Z V brato Li80 4. ry 1 oads. Where machinery opera- 1805.4.2.5 Protection of other vibrations art transmitted through the . Cg de footings siting foundation, consideration shall be given in the footing shall be protected l from freezing ve es s th e g depositing and for a design to prevent detrimental disturbances of the soil. Na period of not less than five days t ept sitets d Water shall 18L15.4.2 be allowed to flow �8h the d depo e�acrconcrete. Con a footings, The design, materials and coo- struction of Concrete footings sh Permitted to all exmply with Sections ermitt Forming g concrete. Concrete footings are 1 8055.4.2, through 1805.4.2.6 and the provisions of Ch east against the earth where, in the opin- ter .42. Chap- ion of the building official, soil conditions do not forming, Where forming b required, h shall be In acccorr require Exception: Where a specific design u not provided, con- dance with er 6 of AC] 318. Crete footings supporting wall of light-frame Crete are gh Construe- 1805.4.3 Masonry-unit designed footings. The design, materials tion Table a per 2 and construe of masonry-unit footings with Sections 1805.4.3.1 and 1805,4,3. and pro 1805.42 Concrete .1 Of Chapter 21. to provisions Shall have a i5 strength. Connect in footings Seas than a sp compressive strength (f c ) of not Pounds per square inch (psi)(17 237 kPa) Where s specific design u not provided, me At 28 days. sorry -unit footings supp orting walls of light -frame con- struction are permitted to b designed in accordance with 1805,4.2.2 Reserved. Table 1805.41. 1805.43.1 Dimensions, laid in Masonry-unit footing shall bc Type M or S mortar complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAM CONSTRUCTION&b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS* FOOTINGS FOOTING (inches) (inches) 6 3 6 Fof S 1' 1 inch = 25.4 mm, 1 foot e 8 304.8 tom, a Depth of footings shall bc in accordance acconian with Section 1805.2. The ground under the floor is permitted to be excavated to c i the elevation of the top of the footing the wid s table and to be supported by isolated footings. The footing d For wid a ss off gs shall be spaced not more than 6 Feet on width and lug shall be twin oundatioe walls, see Section 1805.5. c Footings are Pcrntttd to a roof in ' Shall be as addition to the stipulated number of floors, F f Plain required for supporting ooc floor. Footings supporting root only concrete footings for Group R - occupancies are permitted to be 6 inches thick 12; A - Projes 1 , Project Folders Pro; 120i-1300W i2513k0. RWBC \EL \P FL450( ■ , F . - • -co -- -7.1 v. v .--,:. 1 3 LVI-1 0 ■ , , a 9 0 .-4 0 ---.•-:::-.-;. 4 . 4 -4 : -, "...PP 0 , :f . •" ---- r-g 2 F-I- -. a C a ' .,. ,Ti > ., ... ! ,-- , _1,9 4 x" x x x x x c c 8 8 12 , a '„'' -; • -, - Po ciaz - 8 R• "q 0 PPPIti/-4oz. 8 - 8 a 0. 51--,-; - r- -- I ` 4. . 1 "J - 6-4 ■ g `,3 j c = c ig....5 N.. 4 - .., . _ ---." ;.., a 3 RI .' .. ?. 8 8 ?... g 1 a c-2-. a '2 ._,-- -- =-- -9 5 ' 7 . a i a agt°8°8283.-T3 ok - F: , - F., CT_ 0 -- - - 3 g 2 - R ,--a,:t, , i-A , , _ r 0 A C ...]• ' ,....- g ii-'. 6 - = 0? 1 i i 8 g 4 6 Za Z"...4 < °0 ii ‹i FTI $ a I S : g 8 )3 0 M rn cn 73 --4 0 -, 1:5 i . - ( 1 1 0 5,,,,,9'2U,i_•'-:-.-Nettfd .c.. a a ,- '6 I'S › 3 M C) i , Q 0- jb X X X X X x fli am w ,o■ 6 a 0 j,": a g § R , 0 fn z > m co 1 5 20g.,,, -i - .._ CH 0 --.. Notilt 1 - ° - I). › › › -RRRP 5 6 ,, -V a - o - a 1 , if_fq iv i CA 0 .... ..... ,._.,gii'!5 4 41 g ? g --. .,... ti , .... _. ., . . 0 • c 1 . rICIEB 5. 3 3 > I o g... 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Box 230 WAricc FL. 33 Phone Bo, 8134500.0197 , 1 - z - r - pART OR ASSEMBLY: Florldo Board of Profaxsional E.31.44; 1 0.4.4ificohy Auth ,..,,. . Mo. ;7 , I CG t40., - DATE 1 ----- Fa GENERAL NorEs & SECTIONS" I REVISIONS ■ ■ ,, Lxneon F. xe4 P.E. No. 43400 , 0 Zone R.VV. RUI,DINO CONSULTANTS ,NO Florida Building Code Online Page 1 of 1 ''' Th r1 ty Affairs r oCA HOME ABOUT DCA DCA PROGRAMS CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Cr Al t Product Approval �0 •, USER: Public User Cnmmiinity Affnlrs Prodyft Approval Menu > Product or Application Search > Application List RiMMMEMMINEMER 1 COMMUNITY PLANNING !Search Criteria Refine Search Code Version 2007 FL# 5302.1 HOUSING & coratu ITY Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL 10 EMERGENCY !Application Status ALL Compliance Method ALL MAAOMENIENT Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL I OFFICE OF THE Product Model, Number or Name ALL Product Description ALL OrallETARV Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL (Other ALL Search Results - Applications — FL# I TVDe Manufacturer Validated By Status FL5302 -R1 Revision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.1 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC- 6009 - 110- 11,Thru 9' wide. Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies pCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. f onvriaht and Disclaimer Product Approval Accepts: IN http:// www. floridabuilding .org /pr /pr_app_lst.aspx 8/19/2009 �< = a 2 and ' v %, c i . a' 1 n in 1 A! O +� I kfk Q,) ,',: 'P. 1 a a> % dt 3 010.... N.° i lip 1 S M a44 gl 404 I ' c,h S e b L' $ 3 0 . . L _ ape �V7 in W R 4 C I y1 C y t lygi EIS O F - NM it !1 ■ iq , ul. 1_ t L g.,.„ g d •1 1 � i t ' ! ll; i.4 o. € b ii / 1 6 Ill 111: 3 ; Eis sI I yv il i s$ gb Oh -a0. I 8 < g I ee dew la i . i i . > V 1 tiq I. h It 1 J i 1 I i. 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ON1:i '7.7: ., 17 1— = 11 - - - - - - , , _ rionaa tsuii.aing Lon online 1 a 1 vi • l' , ; ` -`� a Y �� ; '`•s, u 1 , q . .: 1 �`,. ,, '' rk r te. r fi --`-p +- jak , h� ` ht wry. 4 Li �l ;, �s .,�t i s�st {e 4 3 r ,, 4e s r a -4"V �? . ._ - .. , t7CAHtlNC AEiAti1'OCa4 OCA PRV6NiN8 C4tItA44Opk sl ,, 4` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Search ■ ; If° .,", - !leo.' 1,,.. it Product Approval tai ,,,,':4 USER: Public User 17 h 1 Community :e Affairs -,; ` Product Approval Menu > Product or Apcat■on Search > Application Ust A j ' Search Criteria Refine Search Code Version 2007 FL# ALL Application Type ALL Product Manufacturer Kinro, Inc � Category Windows Subcategory 9 rY Single Hung Y a` "Y Application Status ALL Compliance Method ALL *a 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 [Type Manufacturer Validated By I FL# ! Status FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Pending FBC Category: Windows Association Approval Subcategory: Single (847) 303 -5859 Hung FL2864- Revision Kinro, Inc American Architectural Manufacturers Pending FBC R2 Category: Windows Association Approval Subcategory: Single (847) 303 -5859 Hung FL12053 New Kinro, Inc erican Architectural Manufacturers Validated Category: Windows Association Subcategory: Single (847) 303 -5859 Hung DCA Administration Department a Ceew nWt ty Affairs Merida &MAIM code Darin Ceara and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 02000 The Sate of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: CO Veritign se.., ea IllaM http : / /www.floridabuilding.org/pr /pr app_lst.aspx 3/24/2009 rionua nulluing l,0ae online ragt 1 01 L r sr g t 9 get �r _5 9 a t stub 7 e� , { W4%1: i . ', F y h. , f a g : s V • ivVrt _44 . . .. .., ro.,00Y worm* ataviRowyeas C0NU4CT r ` BCIS Horne Log In User Registration H ot Topics Submit Surcharge 09 � p Slats & Facts Publications FBC Staff BCIS Site Map Links Search s Product Approval 0„ 4 i i y 4;n !t USER: Pudic User Community j Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail W FL2864 -R2 Application Type Revision 4 "3**141 ` Code Version 2007 Application Status Pending FBC Approval r: Comments Archived Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Authorized Signature David Dewey ddewey •Ikinro.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.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 http: / /www.floridabuilding .org/pr /pr_app_dtl. aspx ?param %2bYQ6 %2f... 3/24/2009 r iorluit Duiiuiiig Lone 1J111111c , 1A5„ Summary of Products `FL # Model, Number or Name !Description 2864.1 126000 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other. FL2864 R2 II Window Installation Florida v032009.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r Back I I Next 1 DCA Administration Department of Community Affairs Florida Sulking Cada Olin Codas and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Ccovrioht and Disclaimer Product Appal Accepts: in w a sraa .. Secured YF� Y• http: / /www. floridabuilding.org /pr /pr_app_dtl, aspx ?param= wGEVXQwtDgs %2bYQ6 %2f... 3/24/2009 O:-11 '009 1 - : E , f M J MOBILE HOME 3l IPPI 1 86 36;7:7.7. PHGE:8 kellite/ Revised Jun. 20, 2006 Recommended Window installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Faihnt 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 regoiremeaLs, and those codes may supersede these insrrnctious. 1• Rough Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sine 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 °Denier should be level, ulamb a nd 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 IeveL Bowed or warped sill laming 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 r+ecomrnends 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 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 we 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 operetin>• strsh closed a l durinn installation 1 • 'DT 1 t - cl_ eP 14 : c H 1 I °?E 1 l E HUI1E = , I_IF'F'L `( fir, r,r, ; PAGE : 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. hive 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 cheek 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 kvel, drive the third fastener into the center of the sill.) !hive 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 member's 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. II. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips muss be removed prior to operation of the window. 1. 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. 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 frame sill on the outside. 2 r H ,1 l'l[IHI I E HOME SUPFt i c6 66; -? - -- F'A[aF:c K. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system new the window certification. The operating instructions and certification label are a permanent part of the Egress unit and must not be removed. L. There sboul.d not be any obstruction placed, etfached, 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. Centime Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Zeros Window or Dtviee shall be made at the installation site. For HUD manufactured homes h 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. N. Do not install vinyl windows om top of vertical or horizontal metal siding. Flanges may be damaged and leafs may occur. Warranty is void. ita rata= A. Either schwa, nails, or staples may be used as fasteners for your inatatlation. The fastener must penetrate the wed at least one (1") inch, allowing for exterior sheathing. The per-j amched mounting holes in our window flanges are to assist our customers who use NS pan head screw fasteners. Other equivalent fasteners would be as follows: 1. 60 smooth shank nails (min. 1 h" peneszation) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7/16" sown. Note Any fastener, either screw, nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. la Wind Sang. Zoares 91 an and lets (gyp - Wield Zone 11: on uneven corrugated siding, a fastener should be placed it eery h to came... a proper weather as arrow' the patentor of the window. On smooth wood finish siding, a fastener in every other bole for aluminum windows and every hole for vinyl wiadowa h recommended. When installing a window in this fashion, the installed window should be checked to ensure that thee tree no exoaaive dents or tisea in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using nails or staples, they do not have to be in the hale, just in the general Iodation. D. L Wind Steed .il0 test p - J &M: one faeserter should be placed in every mounting hole to meet structural strength. Exce for the required number of fasteners, follow all instructions listed above. P4:44G-X-1 e we, V ek 1 14 QU L_ EXP 3 r WINDOW I N S T A L L A T I O N $ FASTENER PLACEMENT , 0 . i F IRED TIDE OPERATING at 1 Q © SIDE Q FIRED LITE , t •p• •E. I i Q 0 OPERATING HORIZONTAL SLIDE SASH WINDOWS rQ� o. 66 . C--- 3 —fl VERTICA SLIDE t SINGLE HUNG 1 a PICTURE WINDOWS - - After initial fosteeers ore placed .Q-- run all other fasteners from C- -- 0 ° ----C> 3 = —Y one of them to fle end of floe member. DOUBLE END SLIDER If is recommeaded to always start COMBINATION of the opproi mote center of tic jamb, WINDOWS VINO" FASTENER W ■INDOR FASTENER SEALANT /TAI[ SEALANT /TAPE -- SINN W METAL S101NB `lRa� --- ""w d LA_ I FRAM[ JANE iRAML JA I-- V JAM Z 1 - TIM 0 X M 0 I EL IOM 1 LA ION X W IRTEIION 1 MD STUD V) 2 (MUSIC* t/1 Tulip FINISH • j W .--.1 ..- In' 1+ 1 N• U Lai LL CC TYPICAL 110E JAM CNoii SECTm TYPICAL SIDE JAMB CMS SECTION ■ITH MUM TRIM PITH RITERIO' TRIM INSTALLED AFTEP SIMDON LL Poge 4 of 4 tN1YA[B BEFORE Mime 1 2 1