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HomeMy WebLinkAbout10-10625 CITY OF ZEPHYRHILLS 5335 - 8T1-1 STREET (813)780 -0020 10625 BUILDING :PERMIT Permit Number: 10625 Addre 3 7633 COR LEWIS AVE LOT 323 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3230 Improv. Cost: 26,575.85 � Date Issued: 6/30/2010 Name: GRAND HORIZON HOMES LLC Total Fees: 282.50 >/ Address: 4025 MORRIS BRIDGE RD Amount Paid: 282.50 ZEPHYRHILLS, FL. 33543 Date Paid: 6/30/2010 Phone: (813)788 -0659 Work Desc: 688 SQ FT RAISED SCRN RM /CARPORT /SHED INC. ET CONCRE m ; .mow '.• � :. �`� H • - u I •N • RAL L BUILDIN 2 47.50 LE A 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. 6 C1/4-/ E. I '1\ /4 0 1 :717 2NDR• - PLUMB INSU l•N EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 6,, 0 41 ft / • 'it --- 1 C ONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED. PROTECT CARD FROM WEATHER 111111111111 I l l i l 111111 11111 11111 11111 11111 11111 1111 1111 NOTICE OF COMMENCEMENT 2010087120 Rcpt:1311092 Rec: 10.00 Permit No. DS : 0.00 IT: 0.00 Tax Folio No.34- aS• , 3/ - 0/50- ()poop- 3 a3t7 06/18/10 S. Burns, 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. 1ir&r4 IA or vr..0 14 host. Fts4.‘r 1.Descriptionof property (legal description): Pe 61 PlaDa3 t.oTS)5 ort H(a toy; a) Street (job) Address: 374.33 e0rr.L1L'e* tS Rar. rcpkiv- I.AIls, FI 335itl 2.General description of improvements: 2a►srcl 5 C4ter:12coe 51. (r u�,or4 ■INeluel to intAreke. 3 .Owner Information a) Name and address:Art:in .lkerL.P.nr s qomwr� i..t.e.. 4»K Farris - Zr,ri &ie. P.c1 64r1.4111, F1 3351E3 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4.Contractor Information a) Name and address +H £ ntWIrt, e,}ta r. I-4 Cersi- rJJ ri 1l►e_ 4c�.5 s rter. P..ci1 Z� k.� 1.15 F/ 33S4 % b) Telephone No.: S t3 - ?84 - I O to Fax No. (Opt.) Ft i3 7 1 S- (0S'& Y .Surety Information a) Name and address: b) Amount of Bond: Paula s . o' NEI , Ph D, PgSCO CLERK & COMPTROLLER c) Telephone No.: Fax No. (Opt.) _ 06/ 18/ 10 11:14am 1 of � 6.Lender OR BK 8357 PG a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) 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 `�e4. r('' t f„ .4._, o v.' 3c' - i,c „.y �,c: .c 0, ri; a ,0 p Signa ofOfuderor Owner's Authorized Officer/Director/Partner/Manager r t Bice A ,sbel ( r e. B e .& . o My Commission D0566784 Print Name ¢F cx h ey 06!222010 _ __, The foregoing instrument was acknowledged before me this 1) day of 37 n r_ _ , 200 , by R•e r'^) `C___ as (type of authority, e.g. o� trustee, attorney in fact) for (name of party o ehalf of whom instrument was executed). Personally Known // OR Produced Identification Notary Signature / ,- . , Type of Identification Produced Name (print) p L-'!. (- ,A . /-). S8r ( 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.. lPP / _A Signature atural Person Signing Above FORMS/NOC,rvsd2007 41 'lace AAs , � ,- M. Commsnion DU5667Pu p ?fJ ',A/2219010 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITI EE MY HAN' ! OFFICIAL. SEAL THIS DAY 0 PAUL y .O'NEU 01 & COMPTROLLER ),1�3v 1 CLERK City of Zephyrliills BUILDING PLAN REVIEW COMMENTS (d)-7 Date Contractor/Homeowner: ' 4 � S Date Received: 6 '-/' %." 1 Site: g 76 83 Zed/3 i Permit Type: ZB /`"" ` 5Y� % �r" / e zice9,c Approved w /no comments: ❑ Approved w /the below comment Denied w /the below comments: ❑ 141 a ck-S dipS This comme t shee 1 b- -pt .: th the permit and/or plans. Kalvin Switzer - Pl. . uu ' l er Date Contractor andlor Homeowner (Required when comments are present) 813 -780 -0020 • City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department i° / l 2-5 Date Received • - / ! Phone Contact for Permittin. - Owner's Name &A O) J/O/2.1'LLI tv 1)01W11 -r5 LAX- Owner Phone Number 7 ifFc - I 0 �p Owner's Address 4 / Pal / vrS r l l kC ti Rai • Owner Phone Number Fee Simple Titleholder Name O Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS I371.33 Corc4 LY-w 4S I'117t. LOT # 3- SUBDIVISION &tsck 1-t 115 PARCEL ID# 3q'a•S a r' - biBO - DPCCO •. 3a30 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED u NEW CONSTR B � Q ADD /ALT � SIGN Q DEMOLISH H INSTALL REPAIR PROPOSED USE n SFR Q COMM r1 OTHER 1 TYPE OF CONSTRUCTION r- BLOCK El FRAME 11 STEEL Q I I DESCRIPTION OF WORK 6ad56 � d1 fr.Cr:etv..• Ypor-V Shr toe.t....o,h3 L e.a p %.,citi. BUILDING SIZE SO FOOTAGE I /.44 HEIGHT I ( UILDING . 57 - .y{ VALUATION OF TOTAL CONSTRUCTION r (ELECTRICAL $ O AMP SERVICE I PROGRESS ENERGY = W.R.E.C. 11PLUMBING Is r MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION nGAS r i ROOFING 17 SPECIALTY I OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA r1YES NO 11 •10•1 1 . 11 BUILDER lle \ DA COMPANY I� *n' dNS7/2/4477a / 1 SIGNATURE ! c dd REGISTERED I Y / N I FEE CURREr 1 Y/ N I Address P.,. p • i , c /e). Z- 1/ License # ( moo S7) 83- ELECTRICIAN r 1 COMPANY I !/ Y/ N e• -• . SIGNATURE REGISTERED Y! N FEE CURREA Y / N Address r.p.two /s3 4 -/.,(1 License # I ERPoo? PLUMBER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN. 1 Y/ N I Address 1 1 License # MECHANICAL COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN 1 Y/ N I Address 1 License # • OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURREI. 1 Y/ N I Address I License # I III IIIIIIIII 111111 1111111 11111111111111111111111111111111111111111 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, Stomlwater 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. 1 •• 1 •••• 1 . 1 •••• 11 . 11 11 1 11`1111111111111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over 82500, a Notice of Commencement is required. (A/C upgrades over 87500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles 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 sworn CONTRA sworj t L� R Subscribed and nd ywgr ( � A n to (or t before me this Subscribed d and and b f (or afrtrd) before me this by f&re ES cep Who is /are persona kn n to me or has/have produced Who is /are personally kno4 n to me or has /have produced / as identification. `—�— as identification. 7.) ' ` Notary Public 1 0/ 16-f Notary Public Commission No. Commission No. a z,)u = %4 - / - ) , /arc- U c � . /3& -: me of Notary typed, printed or stamped me of Notary typ , printed or stamped G ,,/,y <� Bruce A Asbe. '3ruce A Asbel My Commission DD566784 Av Commission Do566; 9 '� Ex � 06122i2010 r/ ,J� l i LOCA L- CONTRACTOR$ -M F 4025 Morris idge Road : F o Zephyrhills, FL 33543 Phone: 813 - 782 -1064 o CONSTRUCTI fax:Be 813- 7156585 FREE ESTIMATES of Cents ON Toll Free: 800 - 224-1206 ESTIMATE I1°Iollde, Inc. www. bhconstructioninc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING ** Lot # : ' Nov Subdivision: GRAND HORIZONS 37633 COREY LEWIS AVE Date: 5/28/10 Address: Zip Code: Signature: GI,ASS ROOM WAI I,S Signature: Walls + + + = o L/F x so.oi Date Signed: R System Insulated _ x _ = o Sq. Ft. x $3.36 50.01 Date Signed: Hand Railing _ L/F x $23.14 50.01 Fax to: 813- 715 -6585 for engineering Step Railing _ EA x $95.68 50.0( Aluminum roofs include: Pans, Trim. Gutter, Downspouts, 3x3 Posts & Flashing Maxi Railing 4 L/F x $31.54 5126.11 22 Pans 21 Ft. Long 462 Sq. Ft. x $4.20 51,940.40 Maxi Step Railing 3 EA x $142.01 5426.0: 12 Pans 13 Ft. Long 156 Sq. Ft. x $4.20 5655.20 Garage Door _ x _ EA x 50.0( 12 Pans 13 Ft. Long 156 Sq. Ft. x $4.20 5655.20 Garage Door Header _ x EA x 50.0( Pans Ft. Long o Sq. Ft. x $4.20 50.00 Garage Door Opener _ x _ EA x 50.0( Valance 62 L/F x $5.10 5316.20 Garage Door w/Windows x _ EA x $0.0( Gutter on Home 46 L/F x $5.67 5260.82 ALUMINUM TOTAL 58,355.0 Beam Work i x $159.54 $159.54 2x4 SM Beam 32 L/F x $4.52 5144.64 CONCRETE AND BRICK WORK 2x6 SM Beam _ L/F x $6.30 so.00 Slab 12 x 12 = 144 Sq. Ft. x $3.58 5515.52 2x7 SM Beam _ L/F x $6.85 50.00 Slab 20 x 20 = 400 Sq. Ft. x $3.58 51,432.00 2x8 SM Beam _ L/F x $9.31 50.00 Slab x = o Sq. Ft. x $3.58 50.00 2x9 SM Beam 42 L/F x $10.10 5424.20 Slab 3 x 38 = 114 Sq. Ft. x $3.58 5408.12 2x10 SM Beam _ L/F x $11.17 50.00 Side Walk . 4 x 6 = 24 Sq. Ft. x $3.58 585.92 Carport Gable Framing _ x $107.35 5o.00 Driveway 20 x 22 = 440 Sq. Ft. x $3.58 51,575.20 SCREEN ROOM WALLS Driveway Flair 7 x 24 = 168 Sq. Ft. x $3.58 5601.44 Lap KP 12 + 12 + 12 + = 36 L/F x $35.24 51,268.64 Raised Utility 1 1/2" 1 4" x $36.62 536.62 window RndY + + + = 0 L/F x $31.18 so.00 Raised Patio 6 C- 12 x 12 = 144 Sq. Ft. x $10.48 51,509.12 Screen Door i EA x $107.16 5107.16 Raised Patio 6 C- _ x = o Sq. Ft. x $10.48 50.00 Gable Fill one Side _ L/F x $17.37 50.00 Over 6 per ft per - _ x = o L/F x $3.07 50.00 Fan Beam (not wired) _ EA x $71.79 50.00 Footer 8x12 Reinforced 16 L/F x $5.59 589.44 Footer 12x12 Reinforced 36 L/F x $7.84 $282.24 UTILITY ROOM WAILS Skirting Footer 98 L/F x $4.32 $423.36 Walls 12 + 12 + 12 + _ = 36 L/F x $40.56 51,460.16 1 Tread Step 9 EA x $111.22 51,000.98 Shed Door and 1 Window 1 EA x $250.00 5250.00 4x4 Stoop 1 EA x $287.37 $287.371 Single Window (Extra) 1 EA x $89.20 589.20 Fill Dirt io Loads x $141.40 51,414.00 Large Window EA x $128.78 50.00 Lot Grading 1 x $360.57 5360.57 Bug Shield 12 L/F x $5.96 $71.52 Brick Skirting Max 5 High Double Shed Doors _ EA $651.31 50.00 Split Brick Air - L/F @ _ Courses x $2.55 50.00 Gable Walls _+ + + _ = o L/F x $48.93 $0.00 Split Brick Solid 11s L/F @ 9 Courses x $2.78 $2,952.36 VINYL ROOM WALLS Firewall _ x $800.00 50.00 Vinyl Wall _ L/F x $53.76 50.00 Pretreat $100.00 5100.00 Lap Top Inside and Out _ L/F x $16.44 50.00 Misc: LANDSCAPE PACKAGE B $3,298.52 53,298.52 Florida Glass _ L/F x $12.17 50.00 Misc: (2) BRICK COLUMNS $1,054.00 $1,054.00 Insulate Top and Bottom _ L/F x $7.20 50.00 Misc: 50.00 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $152.37 50.00 CONCRETE $17,426.78 Misc.: $0.00 NOTE: According to the FL ALUMINUM $8,355.07 Misc.: 50.00 Building Code, a crack is not PERMIT $794.00 Misc.: 50.00 a structural problem until it TAX $0.00 Misc.: 50.00 reaches 1/4" in width. TOTAL $26,575.85 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: 05/27/10 B & H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: 4444 B Address: 37633 Corey Lewis Ave Lot #: 323 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 12'x12' Raised Screen Room, a 12'x12' Shed and a 20'x20' 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, ( aliii Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 / IT i Aii L ik . :L ..„. , .. , . . ,. A • • .. JJ RE V1E' , 1 33 , / >k?...), CITY() ZEPHY RH I US q 4 / I v PLANS XA MINER____4L__ y ^ goic X a 5e-4-1 °2 71( ggv . Et - 7Wite i l t i 9 If - ei , OIN 49' 1 ( d9 / 6)e :ix it /60 t— t 41.;.., 5/e 1 4 2 l e scierew 20' ii, tii • , ii goon ..1.1 ,7 5 ia!--->fi ax "44 r 1 39 , 4 ow --. &I' v ea.': 1a' Iv:3i a j 7X .7 ti /- ...),I 5..,....„ 3 I ' t .-- 4. 5 E ditz-417--- _AL stir ? 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Of plain concrete foe The edge thickness than n gs shall be designed an constructed in Li - construction shall not be less that 8 inches 180 5.4Footi n8 walls of other char, Allowablc b�rinB opacity of the soil is not exceeded, and Exception: For (203 mm) where placed on soil. That differential ble beer i settlement is minimized. The minimum lain non Width of footings Group R -3 P erect footings sup is p ing ga shall be 12 inches (305 mm) Led to be 6 chcs ( I 2 ro thickness tha is titanic_ tnch (152 mm),provided that the footing Does n ot extend beyood a distance greater that the In Footings in areas with expansive soils shall be designed Thickness of the footing ,:.11 either side of the supppteA accordance with the provisions of Section 1805.8. 1805.4.2,4 Placement of concrete. Cooaetc footings 1 805.4./ j , l Design loads, F shall be Shall Dot be placed through was r Mess a tunic or other t 18 most t 1.1 Deli effects due combi of for method approved by the build Where loads most specified u 1f v Section 1605.3. du The dead load placed under or in the ti�cial is the co nne clads the weight off shah in • shall bed presence of waver the mini c1u. foundations„ footings and overlying deposited f approved m x and means to ensure l e n t Reduced live loads, as specified in Section 1607.9. mum segregation of the mix and negligible turbulence of Arc permitted to be used in designing footings. the water. 1805 4. Vibrato 180 4. ry loads. Where machinery opera - footings other vibrations art transmitted through the shrill be pr Protection free a z e, during Concrete sing an foundation, consideration shall be given in the footing protected from f' vc d s then depositing and for design to prevent detrimental disturbances of the soil. a Denied of not less than five days thereafter. Watt, shall - Not be Wowed to Dow through the deposited concrete . 180542 footings, The dear ' mate 1 80 5 4.2 of cut design, 1805.4.2.6 Forming Concrete f txctc footings shall cam g I ructio,2.1 permitted to be east °Ot are to 1 805.42. through 1805.4 2.6 and the provisions clamp- against the earth what, in the opin- ion of the building official, soil conditions do Dot forming, Where tomato b require g required, h shall be In accor- Crete Exception. Where a specific design u not provided, corm dance with Chapter 6 of ACI 318. f °otings suppo j of walls light -frame coostrUC. COO are to be designed in accordance with 1805.4.3 Masonry Table 1805.4 2 and construction gs -unit footings. Thc design, matarn of masonry -unit footings shall compl With Sections 1805.4.3.1 and 1805.4.3.2, and the provisions 12.1 Concrete Of Chapter 21. 805.4 1 80ll have s . Coocrctc in footings Less than 2,500 specified compressive strength c) of not )( s At 28 der pounds Per square inch (psi )(17 237 kPa) 0Jy -unit Exception: footings • specific design 11 u not provi Ys. onny it ootings supporting walls of light -frame con 1805.4_2.2 Strucdon are permitted to b designed in accordance with Reserved. Table 1805.4.2. 1805.4.3.1 Dimensions, laid in try -ttnrt footing shall be Type M or S mores complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAME CONSTRUCTION&b.c.d NUMBER OF FLOORS NTH OF THICKNESS OF S UPPORTED BY THE FOOTINGS • FOOT (inch e es) )GS FOOTING (inches) ■ 6 3 6 For S I I inch = 25.4 tnm, I foot e mm. 8 a 304.8 Depth of footings shall be in accordance with Section 1805.2. b. Thc ground under the Boor is c permitted to be excavated to the elevation of the top of the footing walls are m idus ale ape ltd sba supported by isolated footings. The footing width and t d. For thickness of foundation wall see S not men than 6 Acct on center. c" shall be rwir s. ectrtan 1805.5. e E hat for supporting hall one addition W the stipulated number of floors, Footings supporting roof onh S Shall be as Plain concrete footings for Group R -3 occupancies are permitted to be 6 inches thick Florida Building Code Online Page 1 of 1 ommuni Affai rs r oCA HOME ABOUT DCA bCA PROGRAMS CONTACT DeA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval ( ©] tU " f USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List ► COMMUNITY PLANNING Search Criteria Refine Search Code Version 2007 FL# 9334 cHOUSINGacOMMUNITY Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL IMMO Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ,OFFICE OF THE Product Model, Number or NameALL Product Description ALL secRErnRv Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL ,Other ALL Search Results - Applications F� Type Manufacturer Validated By Status F L9334 -R1 Revision Town and Country Industries, Ryan I. King, P.E. Approved History Category: Roofing (813) 787 -8283 Subcategory: Metal Roofing 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 CO 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrlaht Statement I Accessibility Statement I Pluo -in Software 1 Cuvtomer Service Survey I Contact Ua Product Approval Accepts: BE MI http://www.floridabuilding.org/pr/pr_app_lst. aspx 5/11/2010 Florida Building Code Online Page 1 of 2 cal ` r h D amn i Affair s i � ,; ~ . r OCA HONE ABOUT OCA DCA PROGRAMS CONIAC r OCA = BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search ,r+rC l; Product Approval (�Q) I I USER: Public User Com munity Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail MIIIIIIIIIMIIIIIIIIIMNIIIIIII r COMMUNITY PLANNING FL # FL9334 -R1 Application Type Revision I, HOUSING & COMMUNITY Code Version 2007 DEVELOPMENT ►EesEttGENCY Application Status Approved MANAGEMENT Comments It OFFICE OF THE Archived SECRETARY Product Manufacturer Town and Country Industries, Address /Phone /Email 400 West McNab Road Ft. Lauderdale, FL 33309 . (954) 493-8551 tomj @tc- alum.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9334 R1 COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year Aluminum Design Manual 2005 ASTM B209 2004 Equivalence of Product Standards Certified By Sections from the Code http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgt %2fAIdUdyT... 5/11/2010 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/03/2008 Date Validated 01/07/2009 Date Pending FBC Approval 01/15/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 9334.1 Aluminum Roofing Panels Roll Formed Riser Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL9334 R1 II SPEC 9334.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Spec 9334.1 and EVAL 9334.1 for additional FL9334 R1 AE EVAL 9334.1.odf limitations and Product particulars. Use of this product Created by Independent Third Party: Yes shall be limited to conventional aluminum /patio construction. Back I I Next Department of Community Affairs Heikki Building Code On/Me Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privacy StFtpmrnt 1 Convriaht Statement 1 Arrr`ssihllity Statement 1 plus -in Software' Costumer SArvire SurvFv 1 Contact 114 Product Approval Accepts: rr•1rv• http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgt %2fAIdUdyT... 5/1 1 /2010 • 7Ni VSNVnnSnoO DNIGlrne •m•a eooa Q sores •MJ 3'd3'd 1P$ q s •! 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X K X K x K 8 CC l 1 y d E m 0 C Q O � •� + x X X x K . �. l � 3 bgp 2 Ph XXX 11 ' 6 m1 2 1 , E£6 - 14 \Of£6- 1H \s6oµleJO J9N1M'O1eSZI 400E1 Odd \SPIO -J paloJd\ oJd - y\:a Florida Building Code Online Page 1 of 1 _ ti. !Ciairrr r�nruri i ty► Affairs ` ' it x - - - r DCA HOME AIDUT DCA DCA PROGRAMS CONTAC1' DCA - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search lb Er. , P ' Product Approval CY ' USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List ►COMMUNITY PLANNING Search Criteria Refine Search Code Version 2007 FL# 1722 • HOUSING BCOMMUN1TY Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL I EMERGENCY Application Status ALL Compliance Method ALL MANAGEMENT Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL i OFFICE OF THE Product Model, Number or Name ALL Product Description SECRETARY P 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 Manufacturer Validated By Status FL1722- Revision Elixir Industries Georgia Door Division American Architectural Manufacturers Approved _Rg Category: Exterior Doors Association History Subcategory: Swinging Exterior Door (847) 303 -5859 Assemblies Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privary Statement I Soovriaht Statement 1 ArfY44ibility Statement I Plua -in Software I Customer Service Survey I Contact U@ Product Approval Accepts: ECM NI Eq III Cip ~i1M rune http://www.floridabuilding.org/pr/pr app_lst. aspx 5/11/2010 Florida Building Code Online Page 1 of 3 ORl A OEPARrnmENT OF ■ � I � :, PL ommun Affairs . l 1 ii a.: r OCA HOI ABOUT DCA _ CONTACIf OCA 4: .- ,a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search 1111 ,�.p ���. '�, 1 .. ; Product Approval (O� \,,, USER: Public User •ill/ ,/ Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1722 -R3 ► COMMUNITY PLANNING Application Type Revision r HOUSING & COMMUNITY Code Version 2007 DEVELOPMENT ii EMERGENCY Application Status Approved MANAGEMENT Comments li OFFICE OF THE Archived SECRETARY 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 http: / /www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvOQpGQvtVm... 5/1 1 /2010 Florida Building Code Online Page 2 of 3 Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 Date Approved 10/13/2009 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.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +33.3/ -50 Installation Instructions Other: FL1722 R3 II DWG 402- 14.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.pdf Created by Independent Third Party: Yes 1722.2 1402 -20S Vinyl Steel Out - swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 20S.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -45 Installation Instructions Other: FL1722 R3 II DWG 402 20S.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.3 1407 Vinyl Steel Out- swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 407.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +50/ -50 Installation Instructions Other: FL1722 R3 II DWG 407.pdf 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.pdf Created by Independent Third Party: Yes 1722.6 18500 -Oval Steel Clad In -swing Door with Full View Storm Door Limits of Use Certification Agency Certificate http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgvOQpGQ 5/1 I /2010 Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: No FL1722 R3 C CAC 8500- OVAL.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 8500.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 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 II 9000 series door.odf ii Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.pdf Created by Independent Third Party: Yes 1722.8 9401 -W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency 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.Ddf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.9 1STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000 OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 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 L Back I I Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 PIua -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: ~WIN Wed vr�or. http: / /www. floridabuilding.org /pr /pr _ app_dtl. aspx ?param =wGE VXQwtDgvOQpGQvtVm... 5/11/2010 H m U yZ A �1 y W y . 0 SW l.r v COC MP p IT AA TFII�ZX p y ~y m2> D> 00 = 2 y S ri m Oc O N 6 z "UN IN R§; N r � m- � O y n m2 y O Z R1 A y 11 I I !if <; ' 60,AV m -1 m z' O >8p m 5 OX 0AAG]E` m m0 he Arai m r m a m mrn f(nn 4 m ♦m p A o o i w _0 r li E j m 1 m 1 1 ? y po CQ iyllg1-10 i > ga2 5 ' F A < Z � m � ♦ � TO•� PIx m 0] tn Zy > z r ; D mA 0 al ( '7 m (( y ♦ m m00 � Y T 1 �i � .Zl 1pjlr > 7 ��� � O Iyy(11 Z* 0 O ' O 4 mc 'mo E Q Ili to O - m ��3 m8y TZK .z _ m n Z O rn 0 1 M Z O y Z 1 0 Z o m � AD �m r�iZ C c momfy yil L p @I � O v A € Fm m j y m o m lil"c S b i y qo 1 0, i l73 2 ag p I G) rn y? D 0 1 � fm1D %A 0 2 n rF: mZ A O o 4 F. cx 0 (0 g a. 8 0 % , 1 ,4 05;2 A4 til A '8 HO c 0 c I1 x 4 4 t m T , r > $ T f m - o 6 'A i 1 0 I � O D. mi4 Iv T m r ,. Z ymIy _ — 41 g pp @q A rimy. I gg A 0 ; 1 ; f p a it - m o� - -4 SO m ill ; lom€ ;$t A v; 1p l r2 y 01 d b in m> 1 Ifl Ili NI i! 3 23 H c �A §g g Y 3=T 1 Ill 15 - A 000 El g1 $ Pat gi; z 4 11 E 4g a 1 Al. x § 2Ag m 8 8 z z la f t L tl Z 522 h . c ,. 5A tJ Z 0 O z s w O G1 N y N PROJECT 11300.0103 ELIXIR INDUSTRIES APPROVEDbr: DATE . Pei E. Mil. .�.. 1300 POPE DRIVE Pa d E. w1i116f 0545/03 DOUGLAS, 4 2- 0 0/6 VINYL LAMINATED STL DOOR 31533 ^llt NON-IMPACT MODEL 402-14 GEORGIA 4 O/S GENERAL AND INSTALLATION NOTES / 4t /f NOVY= R pMhMT: 061e PTC. LLC S 05/06fb9 r N: COY 8YN1, &.1 C25 1 CNE: oMwM1f3 U N.T.S. EUX0001 la ordble of Lgrftwen NQ ]6W6 Awn 331 Ofll: ow,w4 REV mammas 331 - 1 OF OATS n • m w m 0 0 D x- m D 0 0 o �m oe 4545 m r w O O T 4 3y 4D nil 4D i oo "0 4D . ; x , ' z i-211-- 4 ►4541D4D y Z A O � 0 O m A mE N' m >< 4 Ro Lo -n : �3 z r �� v, Q x 0 0 ° x) X t i li, x- z < � Wi O pC om E m ► C, L I J 7 nrnK �+ � O I L 0 �3c c �� II n m m CI n C . C ^ 7 O N ; x� Osi n v• �m nzm • O0 rn p y 0X . n60 An g N = 0 2 zy in to z Am 03 O co PROJECT P309OE03 ELIXIR INDUSTRIES APPROVED 9V: DATE: al Pa/ E. MINN 1300 POPE DRIVE P E. Wp11at 05/14/09 .E. No DOUGLAS, GEORGIA 31533 �ne' NON- IMPACT MODEL 402 -14 O/S VINYL LAMINATED STL DOOR �� EE//`` ELEVATION & ANCHOR LAYOUT ,...5 ...$70 mown 111, DRAWN TV: OAR: SMC 05/14/08 _ PTE. LL -' SCAM DRAWING H0; 1335 N. Copswan 5uw1, Suit C25 N.T.S. ELIX0001 Rockledge. Fond 329 Pa;, IlC REV $IQ1: IaPE Con*. M A.aoLsolk.. HG. 2%33 %a 3 331.M e 0. 1 1704 - 2 OF 4 REV DeSCea iEM1 CALL TV M ® > IV w• \ cn \ \ M 0 / Z ( M Z, m \ m )2 2§ 0 ) 7 §§ § m §m ` ■ n § �� � 2 � � z/� \\ EMI 7 7 / kr 2� m r 11 111" �� §M o ,, & a \ 2° - ICI �o /! q 01 . §2 Co B § 2 - & E§ \ S / 0 / m k � oz § �§ o i * 6 $ qi K Xi _ § 20 . - � ��� A w 'i||| 2 - ` > ' > rn �x P m § . § \ 2 .. & cn § a � oz q2 § k E> @ \ C 2 �m 2m o - @2 ;@ �o @ ■2 R n ) 9 �° 2 k \ _ �� B \� � r. t � I.* ...............-1 ! i 1 1 2 ` a §k � f 0 k� § ; § to o c? cl rn \: j XI (1)X §� § § � � � � 2 ; k z ez �� 2 mo a� ' 0 _ c� k� j k k = ,C k IE * _m_ ELIXIR INDUSTRIES APPROVED 1300 POPE DRIVE _e_ ° ,OUG_,ea_ am NOw_� .ODE 402-14 0/S VINYL __mss DOOR 4111#111#1 .. rm''' VERTICAL SECTIONS DETAIL — S MU' _ INMMAIN/M ...b� � LLC 2#� �/� _ sc _ &% _ POPE _ KI_ _ �_ 3 - > 4 — �_ _ 1 . • 2 N 1 41 m - r D 2 r- O D ?77 PI o m m „ O y t 71 1 T� Z ; el m m D tv 0> 11 Z 2 r n m : �& X C -4 > O A m OZ 0 i �� m0 m -< ZO Z z* 0 3y m2 Z o i m p O 2 1(::: 0 E O ,�� rn ) Ci F Li FA � 8N �. � 3 co Z j 0 p. 1 0 a fig CA �' 1 ti: ri m 2 � y III II �� m s M l- Z z 1 _ I� I, 0. 2m Z G) m � _ o> • w R eL ID D 2 *mc m e >. 0 l 5 = D Fn O C a rn N c' 1 1 mm. `� (-I � o p 0 *: m X 41 x Y. x N 0 N 0 sv a �= cn g En ci 3� Zm er m r O y 0)N3 ; 2 O > -0m D o > m2 1* -(X 2 zm ZW � n rn m ; -1 mm a O p m ; 2 ~ i �� y Z 2 m -1g m p m - a .- Z 11 O - 5 c) N 11 2� a� 2 � T • _ am y O Z o - • = m A 0 A PROJECT 5309.0403 ELIXIR INDUSTRIES APPROVED BY: DATE: .P.ul E. Wkiler 1300 POPE DRIVE Pall E. Winter 05A35/09 F . r. 1lr k DOUGLAS. GEORGIA 31533 NON- IMPACT MODEL 402 -14 VS VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS MOWED lEI: ' ✓ J ✓ SMC 05/0 DATE TC, LLC S CKE: euww3ND: 1535 N. Cogswell Street S. C25 N T.S. ELIX0001 laockNNge. Fledge 32" _ FIDE Cm .. N ...at NO. 2E935 p Fe. our 3331.O1.eq.lfe REV iNlCT REV 06CAM1gN 32E0.17tl - 4 OF 4 DATE Dv • Florida Building Code Online Page 1 of 2 Community A fair t ' 4 ,.:.. roe* HCUE ABOUT DCA DCA PROGRAMS COr IACi DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 0 Product Approval , / USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail tcolie4LNETY PLANNING FL # FL2864 R2 Application Type Revision "&3uSING &c°&11 u,eTY Code Version DevELOPmetrr 2007 Application Status Approved Comments � OFFiCE OF THE Archived SECRETARY 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/I.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 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.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 , r Next 7 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. ronvriaht and Divrlrimer Product Approval Accepts: RE t 1 1 • 21 14: E6 F; hd T MOBILE HOME SUF'F'L `i 867 F'1i(aE: 4411 Revised Jun. 20,. 2006 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTUR.E.RS NOTE: Failure to follow these instructions may cause the window not to function properly. All product liability and warranty could be void. These installation iaslructtoas are recommendations only. Local building codes may impose additional regniremenls, and those codes may supersede these instructions. 1. Routh 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 owenint should be level, a1nmb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and leveL Bowed or warped sill framing members cam result in a crowned sill of the wlsdow. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 Inches from the finished floor, E. Flashing: it is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Window Installation A. It is recommended to apply a 1/8" thick, suitable, good quality, lon- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. if a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. 13. Do not remove any shipping clips (if provided on the window series being installed) and alwav9 keep operating sash closed and locked during installation. 1 1 1 - 2AA9 14:58 k' H J HLB I LE HOIIE SUFF'L ` i 81-;-:'4=-4-=.77--",75 F'AGE : I 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. b. 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. Chive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section fit 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 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_ G. if the exposed surfaces of the rough inside opening are to be trimmed out with pre- finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. If interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. 10 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 must be removed prior to operation of the window. 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 ot'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 t 19:58 f . H T MOBILE HOME SUPFt r 867566777.35 • PPGE:2 K. The UM of any appurtenance system not approved for the dress window or any alterations of an approved appurtenance system the window certification. The *pending instructions and certification label are a permanent part of the Egress unit and must not be removed L. There should not be any obstruction pl aced, attached, or located inside or outside an Egress window which would hannper direct access to Egress Devices or encroach on the minimum dimensions for horizontal, vortical, and square feet of area required for exiting. Coattail: Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Evrern Window or Devine shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory record and retain a permanent record of the serial munber of the Egress unit in direct correlation with the serial number of the Mamtfactlned Home in which it is installed This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety hazerrds. N. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may ones. Warranty is void. MIL Fasters A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener roust penetrate the stud at least one (11 indh, for exterior holes in our window flanges sheathing. The �'�'� mounting ages are to assist our customers who use ea pan head screw fasteners. Other equivalent fasteners would be as follow: 1. 6D smooth shank nails (min. 114" pin) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 9116" crown. Not= .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. 1 : an uneven corrugated siding, a fastener sboaid 1* placed it revrerry bele to eaesre a proper 'weather seat mewl the perimeter of the window. On smooth wood finish siding, a fastener in every other hole for aluminum windows and every ha for vinyl widows b reee rmeasdcd. When installing a window in this fashion, the installed window should be checked to ensure that there are no :rive dents or rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using nails or staples, they do no have to be in the hole, just in the general location. D. placed in every g hole to meat w W i one fastener should be all ' Except for the required number of f asters , rasnuc>bipns listed above. OfESSIs 2 Exp .1% 1 tF OF CAl1F (4 0. 3 . ,,_ Ki,opo WINDOW INSTALLATION 8 FASTENER PLACEMENT <-_ -0 -o c- 0 . - __ . . . __ 0 © FINED SIDE OPERATING i t 0 SIDE 1 F1EED Mr 1 0 0 0 0 OPERATING HORIZONTAL SLIDE SASH W INDOWS a 6 --D.. - t .4---- (5 -I> VERTICAL SLIDE Q a Q o SINGLE HUNG A PICTURE WI NDOWS 1 - -- .- After initial fosteeers •re pieced ¢� run ell other fasteners from 0 fl 0 --___>. one of then to tie end of the member. DOUBLE END SLIDER It is racoomomded t• always start COMBINAT of the approe mote teeter of Ile jamb, WINDOWS wiNDD/ FATTENER w SEALANT /TALE r /INDON FATTENER TEACART /TALE -- i1DINi W . 2_ NM 11011111 _ -..��z M C7 f AC La_ i 'A FRANE JAMS I U. FRAM JAM Z 0 1 - TN1N 0 M C 7IIL ION IN LA ION 0 c) mama STUD W FINISH INTERIOR .111 (7 FINISH LaJ ,_-,I - �.- 1111' 111. (_) Lai W 1.1._ TTr16Al SIDE JAI/ MU SECTION TTPICAL SIDE AND CIOSS SECTION CC ■ITN MENHIR TRIM Wu IMTERIN. TRIM INSTALLED AFTER ■INOON page 4 of 4 111TALLLD BEFORE 111001 I 1