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HomeMy WebLinkAbout09-9803 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9803 BUILDING PERMIT 107 ,4.'. fal° \ :TZIL" '¢ �t �[,�.d �. . Permit Number: 9803 '�� 3I Addres 14 ' e 351 Permit Type: ADDITION /ALTERATION ZEP YRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3510 Improv. Cost: 38,884.50 ,a : , i' .7 I X414 ' � Date Issued: «- Name: KIRK, RICH & GRACE & BROW,SAN Total Fees: <37 .5Q Y- ' Address: 6204 EAGLE NEST DR Amount Paid: 372.50 ZEPHYRHILLS, FL. 33542 Date Paid: 12/01/2009 Phone: (734)752 -0438 Work Desc: SHED, CARPORT, COVERED PATIO & RAISED SCRN RM SQ FT 1578.25 .i 7 "s t 7. - +'' ,A c a � -. , ?o I. B . H •N - u •N • TRAL BUILD 337.50 L - I AL F E 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. 6 ,,„„ Q / IV � ; §f �� z VOW/ 4q` 1IN OTER 2ND ROUGH PLUMB MI 1 S�ULATIN ILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before - • . rding your notice of commencement." /// % 41 /I i f _ CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I� 4M s v+rl City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: # ' ` " d Date Received: (� ~! 6- 0 / Site: ,37.6 `id Atiewenii At Permit Type: 4 e j a/ 6 o vet -elf -Cc" 41 Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ 14.,ge pLefaj 1.„16f.,7 Imo 4%:, C4' wuoiceiti c 92 /9- te 104 t_e_ 1/42,47, 3s) 1960 <6 Ail, E. r, kaff 6 - C ,144 5 _eA4 / -24 -.)21 This comment sheet shall be kept with the permit and/or plans. 771723 `'" ( 4 4/f/ , 2 l Kalv Switzer ans Examiner Date Contractor and/or Homeowner (Required when comments are present) NOTICE OF COMMENCEMENT IIIIIIIIII 11111I1111111111111111111111111111111111111111 2009167796 Pennit No. Rcpt :1274630 Ree : 10. Tax Folio No.34 -.4541- 6180 - 00000 _ DS : 0.00 IT: 0.00 11/20/09 Dpty Clerk 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 description):60anr h araVONS: MSG��t /i1 P& Da3 LGT 357 olP. ›Dq a) Street (job) Address: 3 ,4ea,kom Ave. z Oh y'hats, FL s 347 i 2.General description of improvements: edsithr eet A ach 3 .Owner Information a) Name and addrea►!.l'tarde .LGKtek &aw41 &, Nles4- c yd r Jls Fl ass a. b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4.Contractor Information e _ ; a) Name and addres i _ • , - xi I . • a .. • , t a , • . - r s... NA- / b) Telephone No.: $I3 . 730 "IOLtt Fax No. t.i i~ F Information (�) �; a) Name and address: b) Amount of Bond: c) Telephone No.: FaxNo. (Opt.) PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER 6.Lender 11/20/09 0 197 1 of a) Name and address: OR BK 1 PG 1 2 q Phone No. L i 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: 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 Ve -- N j1. �: » �� �� � D 6 :4 3t2r ; A99tlfii o, /s L if/A 1 C fi y c� 00 7 . i of Owner or ner's Authorized Officer/Di ecct r/P l er /Mana er + of fL M y ;, s Gl�� 1 S 'i ' ,k A / A A g °* � expires 06122 /2010 --Print Name The foregoing instrument was acknowledged before me this /0 day of /kit , 2004 , by 1�' tQ rd 4- 6 'C'A.CC. ` 'tr ( as (type of authority, e.g. officer, trustee, attorney in fact) for ,� (name of party on be of whom instrument ent was executed). Personally Known OR Produced Identification Notary Signature r /7, 44Ze Type of Identification Produced Name (print) (Z,tJG (' / T , �e1; L ,-- I APsI D, r^ 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. FORMS/NOC,rvad2oo7 / / `7X.Lil . .._., Si to re of Natural Person Signing (in line # 10.) Above � ,�r N ?c t 4C it3IP, of F10t10a 17 / ��//t K �% ACC � � rry ',: ,anion 00566784 �° i x 2!es 06/22/2010 813- 780 -0020 City of Zephyrhills Permit'Application If Ci v'" Fax-813-780-0021 Building Department Q AAI Date Received Phone Contact for Permitting E� 9 - - IV • r Owner's Namete ante, t< Ur k J Owner Phone Number 1 Owner's Address 1004 `pr'• / Ii r ( r /, AI S Owner Phone Number I Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /j/ ' 7 ? ' I J \Y , ( C 'f JOB ADDRESS 1370 . � ( _ U * r C pI 1r 1�4 x. LOT # 1 3s/ SUBDIVISION && I Orcro ' PARCEL IDS I 'a' +C•1$0 "oo 00 -3510 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED 5 NEW CONSTR I I ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR I COMM n OTHER I TYPE OF CONSTRUCTION O BLOCK n FRAME = STEEL Q OTHER I I DESCRIPTION OF WORK IS kd, u dip s,� � 1� +Va, SAre �ota • + I BUILDING SIZE I ` SO FOOTAGE I K • 'dr HEIGHT I BUILDING $ 3 v Q eilth VALUATION OF TOTAL CONSTRUCTION 3a $zl. • I� ELECTRICAL $ O AMP SERVICE PROGRESS ENERGY = W.R.E.C. I PLUMBING $ I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n GAS I ROOFING n SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA DYES I1NO BUILDER 1/ _ Y COMPANY tAtii , .. ,6, 374-144-710 ,4 1 SIGNATURE / / REGISTERED � Y / N I FEE CURRENNT Y N � p Address „p V I • IL! ► • - ! I i ii057 ?Ot. I r _ License # Pr4 Q 1 S IGNAT RE r COMPANY I N I FEE CURRENT I Y/ N I ° SIGNATURE .- — t_ a ( 1 REGISTERED I Y/ N , I Address *Crecy. 1'S3`) Zap *rhall • 1 License # I E Rtbo 2 4 (13 I PLUMBER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address I I License # I I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N l FEE CURRENT I Y/ N I Address I 1 License # I I OTHER COMPANY I 1 SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I 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, Stornwater 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 d Contractor sign back of application, notarized If over 82500, a Notice of Commencement is required. (AIC upgrades over 85000) 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 induded 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. 117.0) ✓� OWNER OR AGENT CONTRACTOR / ](I� a V0# .6•e....- b@q andsworyto (or ) bgtore me this lyb�� nd b s6�pr��to ed� be�pre me this /1/0-07 b y y k nov ` le.W — / y Q tr.0 Who is/are person "---. knvJr1 to me or has/have produced Who is/are personally me or has/have produced as identification. as identification. --- 3 �iV 1 / � / //l Notary Public ` Y:76e... Notary Public � l2 y �� Commission No. Commission No. Name of Nota ,gated or etemunA _ Name of Notary ty iped _ "AV p Notary Pi",,lMy,,G��,,St*l of Flotitp ay atale of Fkmda .s eI i 4 \ suet c r „,; , MSSi0r1 DD566784 c * ' ,!, mum o DD566784 a a x r+aes X16/2212010 or fl.. R y c m xpires 6/22/2010 y L -MHP 4025 Morris Bridge Road c Zephyrhills, FL 33543 Phone: 813- 782 -1064 �3i /0e a ,roe roe ' CONSTRUCTION Fax: 813 - 715 -6585 ifp FREE ESTIMATES If / , I ioll Free: Soo - ESTIMATE of Central Florida inc. www.bhconstructioninc.c ninc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE ** Lot #: 351 Subdivision: DICK & GRACE KIRK 37040 KAY MARIE GRAND HORIZON Date: 11/2/09 Lap Siding Color: GLASS ROOM WALLS Home Serial #: Walls + + + = o L/F x So.00 Home Model #: R System Insulated _ x _ = o Sq. Ft. x $3.36 so.00 Beam Color: Hand Railing . _ L/F x $23.14 so.00 All aluminum roofs include: Pans, Trim, Gutter, Down Step Railing _ EA x $95.68 so.00 spouts, 3x3 Posts, and Flashing. Maxi Railing ii L/F x $30.40 $334.40 6 Pans 26 Ft. Long 156 Sq. Ft. x $4.20 $655.20 Maxi Step Railing . 3 EA x $135.85 $407.55 25 Pans 36 Ft. Long 900 Sq. Ft. x $4.20 $3,780.00 Garage Door . _ x _ _ EA x Moo to Pans 37 Ft. Long 370 Sq. Ft. x $4.20 $1,554.00 Garage Door Header _ x _ _ EA x Moo 45 Pans 9.5 Ft. Long 4273 Sq. Ft. x $4.20 51,795.50 Garage Door Opener _ x _ _ EA x $o.00 Valance _ L/F x $5.10 $0. Garage Door w/Windows... _ x _ _ EA x moo Gutter on Home 4s L/F x $5.67 $255.15 ALUMINUM TOTAL $15,496.01 Beam Work 1 x $159.54 S159.54 2x4 SM Beam 66 L/F 'x $4.52 $298.32 CONCRETE AND BRICK WORK 2x6 SM Beam 79 L/F x $6.30 $497.70 Patio Slab n x 24 = 264 Sq. Ft. x $3.24 $855.36 2x7 SM Beam _ L/F x $6.85 Woo Patio Slab 29 X 24 = 696 Sq. Ft. x $3.24 $2,255.04 2x8 SM B e a m _ L/F x $9.31 So Patio Slab . 4 4 . 5 x = 3 7 8 2 8.5 5 Sq. Ft. x $3.24 $1,225.53 2x9 SM Beam _ L/F x $10.10 $o Patio Slab . 10 X 19.5 = 195 Sq. Ft. x $3.24 S631.80 2x10 SM Beam . 96 L/F x $11.17 $1,072.32 Side Walk 3 x 195 = 585 Sq. Ft. x $3.24 S1,895.40 Carport Gable Framing 1 x $107.35 $107.35 Driveway 24 x 22 = 628 Sq. Ft. x $3.24 S1,710.72 SCREEN ROOM WALLS Driveway Flair 28 x 7 = 1% Sq. Ft. x $3.24 S635.04 Lap KP to + is.s + to + = 3s.s L/F x $35.24 $1,251.02 Raised Utility _ 1 1/2" 1 4" x $34.95 $34.95 Screen Door Includes: Raised Patio 6 C- 10 X ls.s = lss Sq. Ft. x $10.42 $1,615.10 Closer and Threshold 1 EA x $107.16 $107.16 Raised Patio 6 C- 6 X 11 = 66 Sq. Ft. x $10.42 S687.72 Gable Fill one Side _ L/F x $17.37 $o.00 Over 6 p er ft p er - 155 x 5 = 775 L/F x $3.07 $2,379.25 Fan Beam (not wired) _ FA x $71.79 so.00 Footer 8x12 Reinforced 100.5 L/F x $5.59 5561.80 Misc.: $0.00 Footer 12x12 Reinforced 64 L/F x $7.84 $501.76 UTILITY ROOM WALLS Skirting Footer . 4s L/F x $4.32 S194.40 Walls 24 + 11 + 24 s = 64 L/F x $40.56 $2,595.84 1 Tread Step _ EA x $111.22 Moo Shed Door and 1 Window 2 EA x $230.00 $500.00 2 Tread Step _ EA x $223.81 Woo Single Window (Extra) 1 EA x $89.20 S89.20 3 Tread Step 3 EA x $336.55 $1,009.65 Large Window _ EA x $128.78 so.00 4x4 Stoop _ EA x $287.37 $0.00 Bug Shield 6 L/F x $5.96 S35.76 Brick Skirting Max 5 High Double Shed Doors _ EA $651.31 Woo Split Brick Solid L/F @ _ Courses x $2.55 $0.00 Gable Walls . + + + = o L/F x $48.93 $0.00 Split Brick Solid 109.5 L/F @ 9 Courses x $2.78 $2,739.69 VINYL ROOM WALLS Fill Dirt 11 Loads x $141.40 $1,555.40 Vinyl Wall . _ L/F x $53.76 Moo Pretreat $100.00 5100.00 Lap Top Inside and Out _ L/F x $ 16.44 _ So.00 Firewall _ x $800.00 so.00 Florida Glass _ L/F x $12.17 moo Misc: 2 - 16" TREADS $30.00 $30.00 Insulate Top and Bottom _ L/F x $7.20 So.00 Lot Grading . _ x $360.57 sox* Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $152.37 so.00 CONCRETE $20,618.61 B &H will not be responsible for any leaks NOTE: According to the FL ALUMINUM $15,496.01 in VINYL ROOMS. X Building Code, a crack is not PERMIT $553.00 SIGN: a structural problem until it TAX $2,216.88 DATE: reaches 1/4" in width. TOTAL $38,884.50 *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. • LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 11/03/09 B & H Construction Zephyrhills, FL Re: Palm Harbor Mod. #: Address: 37040 Kay Marie Lot #: 351 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'x15.5' Raised Screen Room, a 11'x24' Shed, a 8.5'x54.5' Covered Patio and a 24'x29' 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. Sincere , Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 t ,C `- ' 7U M Lu 7 d V O "§ F O 3 5 - u.i. 0 A -+,01 i < !i' . G i f \ . . . , „ 3 ,ii, u ... v W „ . y N n5 Nl A 1 II \ I*5 PA( fiblkloc-,ea i � D 1 J /SSE 4 d,3 x ` , f (c1/4 ---:1 L N ssr-, 1 • ,.,_, _____..L. 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C � � � w N ZW C< Uv H O a a U O U a on U■E ■■■■/■/ • .. ■ �' a , /3 , so / to ;74 In 11 o W t o �.� 3 11 > 0 LI IN III 14 H WoS III a W °kX : pa w z v) 3 = ■� _ cip o ■ U O z g • V h U o N a l L) 1.1 Q W o om� i :• L333 0 1 = O , q I L r t , i , 5 . f ,. ., \ -- ('xvn) ('xin) ,tt t IlTI \ II II_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIh111 ,11,11111,1 .•11 / h t h o v m a D. C H ¢ _. I J 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/ 6X6X10X 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 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/ 6X6X10X10 WW MESH OR FIBER MESH W/ 6 MIL VISQUENE VAPOR BARRIER AND TERMITE W - 2 ATTACHING UTILITY ROOM OR GARAGE 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 WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR W - 4 GARAGES AND UTILITY ROOMS WITH #10X2" SMS 24" OC IF HOME HAS FACTORY ALUMINUM ROOF MAY ELEMINATE BRACING ATTACHMENT BEAM IF STRUCTURAL GRADE THERMOPLY IS USED - 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 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED 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 11I FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 1 /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 SINGL SM BEAM MOUNTINGS ' • SOILS AND FOUNDAA1]ONS Gradient, load intensity and erosion characteristics of dope 1 805.4 2.3 Plain concrete footings. Mstcrial Of plain oonerttc foe The edge t1 cT th 180 5.4Footi Li Ong walls of other than ngs shall be designed an constructed in gh t � construction shall not be less that 8 inches Allowable bearing capacity of the soil is not exceeded, and (203 rnm) where placed on soil. Thad differential settlement is minimized. The minimum Exception: For plain concrete footings es mn Width of f Group -3 P ppo g footings shall be 12 inches (305 mm) R occupancies. the edge thickness is Po tcd to bc 6 inches 152 mm , rovided footing Does not end ( ) P that the foong Th i l . of the footing ond a distance 9n� side Be�p that the Footings in areas with expansive soils shall be designed In with the provisions of Section 1805.8. Wall. 1805.4.2.4 Placement of cone. Concrete footings 1 8 05.4. /1.1 Design loads, F shall Shall not be placed through wee.' unless a trtmie or other the men uaflav Deli effecter Footings combinations of f or method approved by the build' )fficial is loads s tog ttscd Where l bed in S 1605.3. The dead load shall in- hall be u n d er it in the presence of watt., the �� clued the weight of foundations„ footings and overlying shall be deposited by approved means to ensure mini - i. Reduced live bads, as specified in Section 1607.9. mum segregation oldie mix and negligible turbulence of t Are Permittej to be used in designing footings, the water. 1805 4.1.2 Vibratory loads. rY Where machinery opera. Lions or other vibrations are transmitted through the l 805.4.2.5 Protection of concrete. Concrete footings fo dons or of consideration shall be given through the h the shall bc protected from Sexing during design to prevent period of not Tess than five depositing as for de trimental disturbances of the soil. Not be allowed to flow thereafter. con Water shall 1 845.4.2 Concrete footings, $h the depositexf 000crctc. Cooc 18 4.2 of con gs The design, materials and con- 1805.4.2.6 Formin f 18 uction 1 concrete footing, shall comply with Sections t ° C st the Concrete footings are through 1805.4 2.6 and the provisions of Ch permitted to be east against the earth where. in the opin- 18 1 1 .42. t Chap- ion of the building official, soil conditions do not forming Wh forming equire dance with g� h shat! be in accor- Exception: Where a specific design u not provided, con- Crete footings Chapter 6 of AO 3 18. Cr supporting w alls of light-frame t- Cr are 8 gh Same construe- 1805.4.3 M Permitted to be ddi ed in accordance with 8 tion of tit footings. The deign, mat Table 1805.4 .2 and construction of masonry-unit footings With Sections 1805,4.3.1 and 1805.4.3; shall S Of Chapter 21. 1 8U.42.1 provisions 180 have e � sue. Concrete in footing, Less than a specified pounds per strength (f c) of not ) At 28 der per square inch (psi)(17 237 P a so Exception: Where a footings supporting walls design is o flit f light-frame ed, c o n - n- days. my - unit uporti o Siruction are permitted to b designed in accordance with 1805.4.2.2 Reserved. Table 1805.42. 1805.43.1 Dimensions, Masany -unit footing shall be laid in Type M or S mores complying with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 ALL S OF LIGf1 FRAIL CONSTRUCT1ONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOT�GS • FOOTINGS • FOOTING (inches) (inches) 6 3 6 For S I' 1 inch = 25.4 m 304 m, 1 foot - 8 304.8 rtun. a Depth of footings shall be in b accordance with Section 1805.2. The ground under the floor is permitted to be excavated to the eleti c Interior-stud-bearing wafts are Pfd to be supported b don of the top of the footing the width shown in this table, and footings Y kO than footings. The fO° 8 width and length shall be rwir 8s shall be spaced not more than 6 Felt on aster, d. For thickness offoundation walls, sec Section 1805.5. c a S � be are as required for roof floor addition to the stipulated number of floors, Footings supporting root' o� f. Plain concrete footings for Group R-3 ottupane;es arc permitted to be 6 inches thick • ■ r ... 1; 3'd 3t 4x 'd�m��^�l � : s ' - t `a,�`. =ate �.z la... s.irvvl shoo Ontc . ' M'tl saoz 0 7' •' _f -__ ,, rO sfas "41 1- 4v�/ HD .4..L714-.0 I S:fiJ3S ' S3ECw i�RT+rf3.`, �A8E - - - - - -- — . iVC CN `°o 1 cs,s er —.....,6, —.....,6, ,c„�,,.,o.a ;a woos ow.,aa r ..._.__ ___:7 =: as i ae ` d , — - - '~\ ti <� * I �i 1 �sww :.o wwe �/ 1 f _ �, I gesvz - 1... , . 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FS r Y Y _ j )co,-- ' KE - •\OP, E'0 36h - ,'d GAS? ,A00E7 - 7C : ; \Slep10 -J : - MOH Florida Building Code Online Page 1 of 1 VIJIDUIDLek Oniffir 1 ' :: - . - , (:/-,,,,,,:.,,,, ,,,, , :, ',: . 1 ' , ‘r �• , r OCAKORIF- Ai1OW CA OCAPROGRAMS CONTACT.. :,. : . ... - BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats &Facts Publications FBC Staff BCIS Site Map Links Search 1 " ' _ Product Approval C , i �r !a USER: Public User Community' Affairs Product Approval Menu > Product or Application Search > Application List st em KANNItvG : S Criteria Refine Search' !Code Version 2007 FL# ALL rt.:Immo & cO&MiM Ty Appli cation Type ALL Product Manufacturer Kinro, Inc ' !Category Windows Subcategory Single Hung t ( Application Status ALL Compliance Method ALL 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 FL# Type Manyfacturer Validated By Status FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 ' FL12053 New Kinro, Inc American Architectural Manufacturers Association Approved Category: Windows Subcategory: Single Hung (847) 303 -5859 DG Administration Dapartmont of Community Affairs FAarlda Building Cods Online 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. Convriaht and Disclaimer Product Approval Accepts: a IN tin 111 0 v«ma. hewrN S •.rr . 3 yr - AD • Florida Building Code Online Page 1 of 2 Corri ca ak ° ' t ° �-( - - - > • ` `: d. r = Amur ABotn' oca Doh Pactaiwas �t BCIS Home Log In Use Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links • Search Product Approval ., t • USER: Public User Community Affairs Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail 'r FL # FL2864 -R2 Application Type Revision DEVELOPM b Code Version 2007 ♦EetERC>ENCY Application Status Approved MME Comments • OFRCE OF ' Archived ARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey@kinro.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 101/1.5.2/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 • • Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 Summary of Products L 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 i Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.01 Verified By: American Architectural Manufacturers I !, Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Next _7 DCA Administratinrl Department of Cemmunlly Affairs Florida Ound/ep Cede OnNne 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. r_oovriaht and Di«laimer Product Approval Accepts: IN1 BE III v«nNa arca.0 y , ' rrr..r . r �� 0 - 1 i L'OF19 1,1:t 1, M T MOBILE HOME E,l IPF1 '1 '66 ?6673 :C3F PIAGE : kit( Revised Jun. 20, 2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow MOW instructions may ause tic window rot to function properly. All product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional regoir+emeats, and those codes may supersede these instructions. Routh Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sire 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 road 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 reeotmmended 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 connect sine. 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 Manufaclumd 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: 11 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 pmvidc 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 pnerating sash closed and locked during installation. F17, 11 2009 i 1 r I ! M M E I L E HOME SUPPLY 8636673' F'F 1(aE : ] 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 enter 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. Aber the initial fasteners arc 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. (3. 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. iL Windows should be checked alter 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. 1. 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 frame sill on the outside. 2 05-11 - 2009 1 . = I : 5 8 ; 1 H .1 M O B I L E HOME SI. IF'F'I 86366T-277,5 - F'AGE : c' K. The UM' of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system negates the window certification. The operating het nctidns and certification label are a permanent part of the Egret unit and must not be removed. L. 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 mi hnu n dimensions for horizontal, verbal, and square feu of area required for exiting. Canton: Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Egress Window or Device shall be made at the installation she. For HUD manufactured horses it is teoomme need that the Manufactured Home Factory record and retain a permanent record of the serial rumba r of the Egress unit in direct ooetelation 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 on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. M. A. Either screws, nails, or staples nay be used as fasteners for your installation. The fastener neuter penetrate the stud at least she (11 ineh, allowing for exterior sheathing. The pre - pinched mounting holes in our window flanges are to assist our customers who use OS pan head sprees fasteners. Other eQuivaleat fasteners would be as follows: 1. 6D smooth shank leas (min. l K'° pernetrstion) 2. 6D rung shank nails 3. 16 gauge adhesive coated staples, 7116• crown. Note Any fastener, either screw, nail, or staple that is lefl exposed to the weather should be of a plated type that will not corrode. C. 1 . on tatevesr corrugated siding, a hotelier should In placed is every ilk b eah mr a proper weather seat atrsaund the perimeter of the window. On smooth wood finish siding, a fastener in every other hole for aluminum windows and every hole for vinyl windows k s When installing a window in this fashion, the ilnstalkdd window should be checked to ensure that theme ant no exce wive dents or riser9 in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using naib or staples, they do not have: to be in the hot, just in the general lour. D. la Wlad Sneed Zegg .II tai abler rtt[1 Wrens T�s : one fauener should be placed in every mourning hole to meet structural urai st'e ngtb. Except for the required number r of fasteners, follow all dons listed above. t�tJ 1 4 � � EXP 90 el _ � CA1.1� • 3 ..,. a 'WINDOW INSTALLATION 8 FASTENER PLACEMENT /Fcork, 0 9 FINED LIDS oPSRATING 0 9 IR IMO LITE . . 0 0 OPERATING HORIZONTAL SLIDE SASH WIN ROWS C - Q� —____.> 9 ■ VERTICAL SLIDE Q 0 Q SINGLE HUNG A PICTURE WINDOWS - After initial fosteeern ere pieced .40« run all ether fosfeeers from �--� 0 -{> 3 ---- -- >. one of them fo the sad of the somber. DOUBLE END SLIDER li is r•cosweadsd fe always sfert COMBINATION of the opprosiilate teeter of the jamb, 'WINDOWS 1111101111 FA:TENE11 (-Li SEALANT /TARE I v— 111110011 FASTENER SEALANT/TAPE ilelNi 0 METAL i 101111 �., � Z Z —1 /e--N --N L L. .... FRAME JAMB F' Li INANE LAIR Z TII11 k \•' = 0 LA i0N ITYD w INTERJ NTERIM CO V) FINIIM LAJ 1 —. 1 11• lie. U Li... t TTFICA► 1101 JAIN CMGs UMW MICA. SIDE JAMB CNOSS SECTION CC NITN 1/11110/ Tall) NITM INTERIOR FILM INSTALLED AFTER NINSON Poge 4 of 4 IuTALLED sum venom I _I Florida Building Code Online Page 1 of 3 R'�!" "1i���`t' t► ►� .. - • ..;'•. • t: '''' •.': ;r ,.~` r °CANDI& Aaourpok RCAPROGRAMS CONTACT V BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search S r` n• Product Approval ( j " USER: Public User q� „✓lily F ' .1 Community ! -` Affairs Product Approval Menu > Product or ADDlicatlon Search > AoDlication List > Application Detail •m ,.; FL # FL1722-R3 Application Type Revision *gip Code Version 2007 •EMERGetcv ; Application Status Pending FBC Approval MANAGENTENT Comments *OPT Archived Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers @elixirind.com Authorized Signature Robert Powers bpowers@elixirind.com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 info ptc- 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 Date Submitted 05/18/2009 Florida Building Code Online Page 2 of 3 Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 !Summary of Products FL # Model, Number or Name Description 1722.1 `402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 14.Ddf 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: F11722 R3 II DWG 402- 14.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 1722.2 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 I 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Vinyl Steel Out swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate FL1722 R3 C CAC 407.Ddf Quality Assurance Contract Expiration Date 11/20/2011 Installation Instructions Design Pressure: +50/ -50 Ot FL1722 R3 II 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 II 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 16400 -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.Ddf 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 1 -- 1722.6 18500 -Oval Steel Clad In -swing Door with Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 8500- OVAL.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Florida Building Code Online Page 3 of 3 Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 'Installation Instructions ! 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 1;1722.7 19000 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 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 19401-W9 Steel Clad In -swing Door with Full -view Storm Door ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ', Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: FL1722 R3 II 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 JSTR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency g ncy certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000- OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 g Installation Instructions Other: FL1722 R3 II 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 each J 1 Neat DCA Administration Department ofCommunity Affairs Florida building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)987-1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Cnnvrioht and Diajympr Product Approval Accepts: NE E 0 WM " P u v O N d N A A Z A A y co-I A y D z X -f m Ip ZO >,00,,5 ZFO N m II z - r 2 E 2B 8 N O g n A N COp N N Q y N P C f � ; n o 0 y I� -IxG RN I I I < m Grn < m.c „ 0. -inzoT s Om M O R Cr, Ary ,,,A �m� m7p m m 22 pm CC ti T E m 1 m y y ; S y N m O �y�y� � � m -I INIIC� m F_. m Ar m � T po m 77�� Z O� y � Z �jj , O g Oo � m m 'f G :g6 ~RIryf >X �IfIN pO G _N � 2 m O 5 i.kz q A t Fri 1 4 "r4mmz ,t g A A g ; E p) ; 5mz kit' ' r 2 1 Zm"O 2Z > _ZF ° N o � qi pA 7 "LTG WArq g N m D O m m OA mF y o; � � O � _ r .P• o M 2 -c z Z z Z FSIO5 ; 1K f N i G � i n > p �ml p y _ m ( � o N Z �_8 5 a C N 2 5 i N it RNO2 el° m y Ili Ze" > m * $mo m o c aN rill) 0 mo A Z v G1 kl i > cs a ox� 1;:i c $ <C 6 b r r e t fi r N 4 % til 54 4 3079 0 A mm fiw F N O u „, livi Alli p/g2 Nil Ag L (o. 2 m E, A ug . , € >o Nm 7C p-'1 A =�O N 014 A -4 Z NI @fA Pig; ;10 N v= 3 F i 155 gq 100 ill R216 PA P= Al F;'.4 a g 1 81 CI!!! I 6 m _a yC gA .Pi m T 4 z IeE A81 E 45 A. ,.o; Zt C g A $ I AicE O m m A . O� T m� c f w m Ant > 11 il 1 m 4. el e9=4 1 hil X X °2 g P 7. . A k = L �=4 mm g C ,88 r y Ec .o & g � A o f in t Vi n MI 1. r�7i u M T b 5 Z 5 � � ti CO Z p 0 O N kl PROJECT 41044 443 ELIXIR INDUSTRIES NPPROVio ev: tun: Pao E. w..r 1300 POPE DRIVE r• wlAS IE. . 05/14409 FIpNd. - Nu. - • DOUGLAS, GEORGIA 31533 c � IMPACT MODEL 402.20S O/S VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES rflvnap w: CN.EN+..: mn J SMC 03/11.09 • Tc.uc scuE m.. wcw: f 0.75 N. Cogswel I ,4. Aufb C95 N.T.S. EO(OOOZ F RocW.ps, Flan* WSW PEP - "r7_____ d N SIC _ FOPS Cook.. Alr4...n M0. p5.15 1 OF 4 au CENAP1O nu1F Pr i ■ i D S m • g $ -I m Q O • x y 66 m0 O I• 2 M V M 404)454.5 i r r� T O 4D MP = 9 o -0. o L'zi -- I 4►4)4D4D rn m ± 2 .r0 x0 N Z k y m h LIP y* x ? e�� p = le aP 0 a 0. rn N Z 00 e Z (W m x � N z x eh _J OZ 0 0 O 10 r 032 m. m < O ff ; 0 �; m IX. L. J p-2 ; is ; E K r.• O ° a Cf O Z 03 il4 71. 92c blIc m m f7 320 Z < = m 8 C A C - i " - O Z m Z -'-' c2 0 0 In PROJeCT Sa0901C3 ELIXIR INDUSTRIES AIPgpVED MY: DATE, ow........ 1300 POPE DRIVE P9.1 E. wM9r DOUGLAS. GEORGIA 31533 �'� '' IMPACT MODEL 402 -20S OIS VINYL LAMINATED STL DOOR , ELEVATION d ANCHOR LAYOUT S 1 pf MEMO) en 9A..M91: d19: C25 MC. LLC I SIC 05/106/14/09 5 N. Cap..M EN. Su. OMw.� L I 153 Rocvrep.. Flarip. 32955 N.T.S. ELU(OOpy u.c . - �.�....�_."... .... .o.. 32s l ia.1)9e AtP Mar: n .,c . ..... a• Nn m to v m g 2_, o z N 3 T H 3 x C m H N m V - I m m in i Z -I "� C) m In z m f� y ���� E / wm sA ail � +�^ ^ s a -- Art Y r y� ' z it: Z Cil y Zee I/ � 2 m �0 li _ 1► Z �z �� o y 2 - p co Z x2 ± o m my v CO p iLnn y m N2 i ES Z� 5 2 _ t____ — 5 2 i -I r im rnD C. a N 1 / ir LT m i y r 0 a G) x N N � to O m m t c -i E -I Ifl -I m 0 AP z m x ;� ? i p m �m E5 s d $ z� — _ m C 4, 0 m or wcn Or m� ,, my C� Z m y /� 7-e1 N7 C m -I >D 2 > � m � y Em "='gym, °z � mz � � _ �D, o 2 -ice IA —1 —. z —4 C in 0 ; Z A C a � 2 2 m z - 4 m ? PROJECT 0309.0013 ELIXIR INDUSTRIES APPROVED 0Y: DATE: , Foul E. 1300 POPE DRIVE Pool E. YYtibr D5,14100 FYN .2 DOUGLAS, GEORGIA 31633 1 NIMPACT MODEL 102.205 DNS VINYL LAMINATED STL DOOR VERTICAL SECTIONS d GLAZING DETAIL J SMC 03'1409 TC, LLC SCAM Dyy., 1535 N. C000.rw Smoot Snlr C25 N.T.S. 511X0002 .. Aoebe09e. Florida 37955 .._. �,� � — NETT: .._. ,... f _ 1 a • z cn - 2 m '"1 K 11 G ZA O-1 O ?: a � 0° � m • M 8 O O m m 3D m z z o$ i T-1 Zw zz a °� §m -1 AA 2 m Oy z �= Z 2 -I0 2S m O r. C m pp D+ A i 7J m 0 z* 1� i m m ZO 2 7 m 1 .Z Z .�� y 0 E C zx y 8- � r i Li rho v �y �� ii) r1: m y y C ' t i r co cf) 0 ='- __ cfP. =i m P c - 6 z° I m �,z -1 m m Z m 'iT m -4 m p. I . p. A A Sm. m L m 4 C IT Z M O X C _ yyO co (fl �'1P -- X D1 ; co 1y7 _ � . i e•. �z — I O `� .�y z ill ,��.�a�.j m ? x m .q. a No- -.1111111 r _ z ; i^o, y m IT m xc 414 z �° g S m R m o., ; 1 z < S z 3 T b z Z h mf �y m0 r1 � I--- z Z ? z� f O 0 2 " n N'i 6 A PRDNE: T P.100.P.100.0403 0B03 ELUOR INDUSTRIES APPROVED BY: DATE: PAD E. IAFIW 1300 POPE DRIVE Paul E. DPW 0511409 PkMe DOUGLAS, GEORGIA 31533 - ^nE NON- IMPACT MODEL 4 02.20S O/S VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS J` /�� PIpNm 1 PUwa /Y: Ow n `. 7C. Lly ✓C�/ BINElballIMINME SIAC 05 1535 N. CoAsweU Sewa. Sulk Cis A P . 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Rift •w•w�a �ulweYm AO • (14 • - eeo.......,.., ..... __ RI Pasco County Parcel: 34 -25 -21 -0180- 00000 -3510 001 Page 1 of 1 Search Again Map Building Schematic Unavailable Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current A rchive - Saturday, October 31, 2009 Parcel ID � as Of: 34-25-21-0180-00000-3510 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Property Value KIRK RICHARD H SR & GRACE A & Ag Land $0 BROWNELL SANDRA S Land $24,992 6204 EAGLE NEST DR ZEPHYRHILLS, FL 335421758 Building $0 Extra Features $0 Physical Address 37040 NEUKOM AVE Market Value $24,992 ZEPHYRHILLS, FL 33541 -7721 Assessed ( Save Our Homes ) $0 Description (First 4 Lines) Taxable Value $24,992 Plat for this Subdivision GRAND HORIZONS - PHASE FOUR PB 61 PG 023 LOT 351 OR 7273 PG 209 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0200 MSUBM 00M1 6,000.00 SF $4.00 1.00 $24,000 2 0200 MSUBM 00M1 1,804.00 $0.55 1.00 $992 Additional Land Information Acres 0.18 Tax Area 30ZH FEMA Code -- R id - n ial C • de DHZLP1 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unim •roved Extra Features (Card: 001 of 001) Line Description Year Units Value No Extra Features Sales History Previous Owner GRAND HORIZONS INC Year Month Book /Page Type Amount • 2006 11 727 021 • WD $34,000 1995 12 3 08 1217 WD $0 1993 10 214 1147 WD $0 Search Again 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= 34 &twn= 25 &rng =21 &sbb= 0180 &b... 11/9/2009 Pasco County Property Appraiser - Legal Description for: 34- 25 -21- 0180- 00000 -3510 Page 1 of 1 Welcome : Records Search : Parcel Details : Legal Description Legal Description 34- 25 -21- 0180 - 00000 -3510 Assessed in Section 34 , Township 25 South, Range 21 East of Pasco County, Florida GRAND HORIZONS - PHASE FOUR PB 61 PG 023 LOT 351 OR 7273 PG 209 Please be advised that our legal descriptions are for assessment purposes only, and are not intended for use in legal conveyances. Pasco County Property Appraiser Page Layout Modified: 2/17/2009 11:49:04 AM The Local Time Is: 11/9/2009 11:14:04 AM http: // appraiser. pascogov .com /search/legal.aspx ?parcel= 2125340180000003 510 &cache =F... 11/9/2009 CITY OF / "NOTICE" / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE ADDRESS DATE PERMIT # 4 :1 /k ,, 1 J / - e ? L' THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. )) )) 1'1-e c - AllanI 6e cf -e 40(.. k .) >> le It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 FO RE- I�ISPE Tl®N or other material, until the proper inspector has had ample time to approve the installation. ✓r OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR