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Home My WebLink About10-11169 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11169 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL • Permit #:11169 Issued: 11/22/2010 Address: 37767 NEUKOM AVE LOT 89 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 32,836.92 Total Fees: 340.00 Subdivision: GRAND HORIZONS Amount Paid: 340.00 Date Paid: 11/22/2010 Parcel Number: 34- 25 -21- 0090 - 00000 -0891 Name: B & H CONSTRUCTION OF CENTRAL FL. Name: NYE, LYLE & NANCY Addr: 4025 MORRIS BRIDGE RD Address: 37767 NEUKOM AVE TAMPA FL 33543 ZEPHYRHILLS, FL. 33541 Phone: (813)782 -1064 Lic: Phone: Work Desc: RAISED SCRN RM /GARAGE W CONCRETE 810 SQ FT :1 , , ••.1 ■- - .I.s,' r )14t-e .4 f IIIIIMImilli" it SLAB SHEATHING RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." C ONTRACTORS SIG ATURE PERMIT OFFI ,- PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I ' te 7. 1- \ _. City of.Zephyrhills BUILDING .PLAN REVIEW COMMENTS Contractor/Homeowner: .66 1 CevisLirac3-isdl- Date Received: /1 (2 -10 Site: 3 7 1 ( 7 Aleitkory, 54-ae P ?Hsi. 64-rruje /we ,e�k Permit Type: �-tse d Scr FeinFein q b � / Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ jek This comment sheet shall be kept with the permit and/or plans. Nf1V 1 8 2010 • . Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 1111111111L 11111L11111111 L11L11111L 11L1L 11111111111111 Lill 2010165496 Rcpt:1336442 Rec: 10.00 DS: 0.00 IT: 0.00 11/17/10 A. Giard, Dpty Clerk PAULA 6.0'NEIL,Ph.D.PASCO CLERK & COMPTROLLER NOTICE OF COMMENCEMENT 11/17/10 B PG of 570 Permit No. Property Identification No. 3II - .75 - - al -DoO -01XOO -Ogg/ 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 (l al description:),. ,i%, ,.i s- , ,- lnC P,e'5'F 459 - /D,2, % 7 - $9 B2 //yt/SPbi /978 a) Street Address: ei ♦ e. • •i / ✓ p Ze . • % 7 , f G 3 35 . • 2. General description of improvements: O L .. - t a . ! �• ►. �' ,_ . ► 1C 3. Owner Information I n a) Name and address: 1.4 it t i y ?ye 3r �l l kle,y617l A- ve/1t'e zeph -, � ts F Z 3354 b) Name and address of fee simple titleholder (if other than owner) R c) Interest in property (�LJ Q- ntract Information /, A a) Name and address: +FI eor 4r u.tAto r 0Y Ctr� pi uv. • 40Yf mot r+S -jroig G Rti _ Li r L A, F1 3 3 5 3 b) Telephone No.: 813 -18? -101e 4 Fax No. (Opt.) S 13 - 1 1 5 - - G 58 T 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt) 6. Lender 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 COMMN CEMENT. STATE OF FLORIDA - ' ( COUNTY OF PASCO yP a \ Nary Public State of Fluria= OrUCe AAsbel i. o,f , er or Owner's Authorized Officer/Director/Partner/Manager My Commission DD989010 / N a n Expires 06/22/2014 Prin. The foregoing instrument was acknowledged before me this ■ .y of /4 Q V , 201k, D by 1.y / {,.- //y `L as (type of authority, e.g. officer, trustee, attomey in fact) for (name of party on behalf om i ent executed). Personally Known OR Produced Identification ,/ / Notary S ignature —� l L • Type of Identification Produced bl . X / L . Name (print) 751Z(11( L C (/ , /% Verification pursuant to Section 92.525, Florida Statutes. Under penalties of per ury, I declare that I have read the foregoing and that the facts stated in - . • true to the best of my knowledge and belief. / zp u ' r ` Y '% Notary Public State of Florida ✓ of Natural Person Signing Above FORMSNOC,,vsd2007 B ruce A Asbel v M y Commisson DD989010 'OF rto Expires 06/22/2014 STATE OF FLORIDA, COUNTY OF PASCO . THIS IS TO CERTIFY THAT THE'FOREGOING ISA TRUE AND CORRECT COPY OF.THEDOC tMEN,T . ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND 0 F CTAL EAL THIS- DAY OF 2 O1. ' -- PAULA ••'NEIL, CLERK : C1 PT" • LLER BY �/ / / ^ P : - . CLERK I1 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department /11 { Date Received Phone Contact for Permitting ti 1 ) Z Sa - 1 DG 4 1 1 /Yn - rrr r Willi Owner's Name NAtnc&{ 1.4 4.1 it t L N i. Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 317 4 N ..kom nV it LOT fl I Q c 9 SUBDIVISION 414 017) 1./A(17.04 PARCEL ID# 31f-as- alit - p090 - OOOeO -On I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED u NEW CONSTR R ADD /ALT r, SIGN Q n DEMOLISH H INSTALL REPAIR PROPOSED USE Q SFR Q COMM F OTHER I TYPE OF CONSTRUCTION (-1 LOCK FRAME STEEL 1 1 ? /sgfl DESCRIPTION OF WORK 111145C) Serctr I,y‘elu4 ' c tOnefett -- BUILDING SIZE 1 SO FOOTAGE I Si 7 t J HEIGHT I ILDING 1$ y z . 9a VALUATION OF TOTAL CONSTRUCTION LECTRICAL I$3517. °O AMP SERVICE I- PROGRESS ENERGY Q W.R.E.C. E1PLUMBING I$ I nMECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATION 1 O ROOFING 0 SPECIALTY 1 ---- 1 OTHER FINISHED FLOOR ELEVATIONS I FLOOONE AREA 1 NO • ,.I 1 . .11.. a••ar Ia.aa,.a .,aalaaaal 9 R BUILDER I -Sv4 / COMPANY o SIGNATURE (r� - --,. REGISTERED I Y/ N I FEE CURREN l Y/ N I f3 Address 1 410 Molten" h? E ,b RA . ,, a I License # I l'.0 e0 5 77 Y . ELECTRICIAN o ' /� t COMPANY ( �Y/D/CT(J� G!'GC I SIGNATURE n /��l v y��Q �• REGISTERED I Y/ N I FEE CURREN I Y/N I Address I P P AO / 53 z //,i/ Pi_ 1 License # 154P06.2 (1413 PLUMBER COMPANY I SIGNATURE REGISTERED I Y! N I FEE CURREN I Y/ N I Address 1 License # ( MECHANICAL COMPANY I SIGNATURE REGISTERED I Y / N I FEE CURREN I Y/ N I Address 1 License # 1 OTHER COMPANY 1 SIGNATURE REGISTERED 1 Y/ N I FEE CURREN. 1 Y / N I Address 1 I License # I I111111111111I 1 11111111111111111111111111111 11 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8 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: I 1 .• ` Fill out application completely. Owner 8 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 Attomey (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. 1 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 theuse of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone 'A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Cae 1 Sub cribed and swym to (or`af rmeg) before me this ,Syb,,1crib and sworp fo r affirm ) before me this A 11-y- by 17/2e cr 11-7 b (� Hoth Who is /are personally kn n to me or has/have produced Who is /are person k to me or has/have produced as identification. as identification. ` Notary Public /1 , 77- Notary Public Commission No. Com ission No Nil AIL AL .. .111. 41, Name of - •to nn w AIL " - - - t nom State of Florida Name of Notary t . - print 91 stamped Bruce A Asbel roe 64 Notary Public State of Florida My Commission DD989010 . Bruce A Asbel ? Explrea 06/22/2014 ` My Commission DD989010 '1 Expires 06/22/2014 Plan Review Modular Home Set -ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at time of first inspection. 2) All set -backs shall be met. 3) All garages shall comply with section 309.2 ( Fire separation ). 4) Access shall be made available at time of inspection. 5)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 6)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 7)R.O.W. Use permit required for driveways on public streets. 8) At least 10' separation between other units. 9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. R.O.W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code • Crrxtb lIOMES.LOCA.-MtiP • 41126 W Onb 071003 Road 4 ii•iir 1 79130731131. R 33513 Phone: 8]3.782 -1064 ..iF ..` ) 'r CONSTRUCTION Tail f=ree: ree: 8013415-8585 0-2244208_ ESTIMATE FREE ESTIMATES of (,' jj(rar Florida. In rrww.bncansU Icnlrcmm **LICENSED *BONDED * INSURED* SKflC ING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING ** Lot #: ss Subdivision: CUSTOM HOMES GRAND HORIZONS Date: 10/6/10 Address: Zip Cade: Final invoice may vary from estimate due to changes in job or job site difference from the estimate Signature: GLASS ROOM WALLS Signature: Walls + + + = o LJF x 50.00 Date Signed: R System Insulated _ x - o Sq. Ft. x 53.52 so.00 Date Signed: Hand Railing _ L/F x 524.01 50.00 Fax to: 813 -715 -6585 for engineering Step Railing ! EA x 5100.02' Woo Alammam toots iachalc Pans. Trim, Garter, Dovvaspouts, 3x3 Posts & 'lashing Maxi Railing zt L/F x $31.541 39x3.12 12 Pans 4C FL Long 43o Sq. Ft. x $4.84 S2,323.20 Maxi Step Railing 3 EA x 5142.01 S426.03 13 Pans 27 FL Long 3s1 Sq. Ft x 54.84 51,698.84 Garage Door _ x - _ _ EA x 50.00 i Paris It Ft. Long it Sq. Ft. x $4.84 553.24 Garage Door Header z x 12 l EA x 3204.00; 3204.00 9 Pans 16 FL Long to Sq. Ft. x 54.84 5696.96 Garage Door Opener x 7 i EA x - 5278.00 3278.00 V _ L/F x 56.16 50.00 GarageDoorw/Windows 7 x Is t EA x si,ttl.ao 51,111.00 G Hom L/F x 56.73 so.00 ALUMINUM TOTAL 3 14,011.51 Beam Work 2x4 SM Beam i x 5159.54 S159.54 58. Beam n - L/F x $5.28 5142.56 CONCRETE AND BRICK WORK 2x6 SM Beam 3a - LT x $7.64 5259.76 S lab tos x is - ts7.s Sq. Ft. x 53.71 5584.33 2x7 SM Beam. L/F x sox Slab z4 x zs = ssz Sq. Ft. x $3.71 _ 52,047.92 2x8 SM Beam __ LT x $10.85 30.00 Slab a x s = 24 S q. Ft. x 53.71 589.04 2x9 SM Beam - L/F x $13.62 30.00 Slab _ a Sq. Ft. x $3.71 50.00 2x10 SM Beam 43 - L/F x $21.31 31,022.88 Side Walk a x zo = ss S q. Ft. x 53.71 3296.80 Carport Gable Framing.......... x $107.35 S0.o0 Driveway 22 x 23 = 506 Sq. Ft. x 53.71 51.577.26 SCREEN ROOM WALLS Driveway Flair 7 x rr = 189 Sq. Ft. x 55.57 51,052.73 Lap KP + + + = o L/F x $4I.52 30.00 Raised Utility _ 1 12" i 4" x 536.62 336.62 *;,,o,,wady + + + = o L/F x $38.65 so.00 Raised Patio 6 C- a x 12 °' 96 Sq. Ft. x 511.78 s1,i3o.xe Screen Door _ EA x $112.60 So.00 Raised Patio 6 C- _ x= o Sq. Ft. x 511.78 30.00 ,Gable Fill one Side _ L/F x $19.44 so.00 Over 6 per ft per - 3 x 21 = 34 118 x 53.43 _ S283.12 Fan Beam (not wired) _ EA x 572.79 30.00 Footer 8x12 Reinforced IJF x 56.30 moo Footer 12x12 Reinforced 79 IJF x 59.04 3714.16 UTILITY ROOM WALLS - Skirting Footer 126 OF x 55.17 56.51.42 Walls + + + = a L/F x 549.56 30.09 I Tread Step 6 EA x 5118.59 S711.54 I EA x 5297.20 5x9720 Shed Door and 1 Window i EA x 5269.63 5269.63 4x4 Stoop Single Window (Extra) T _ EA x 592.30 50.00 Fill Dirt s Loads x 5210.08 5 1,030.40 x 5360.57 to 00 Large Window 2 EA x $133.26 526652 Lot Grading Bug Shield _ L/F x 57.20 50.00 Brick Skirting Max 5 High ,Double Shed Doors _ EA 5673.95 3000 Split Brick Air - L/F ct _ Courses x $2.88 50 .00 Gable Waft 36 + 10 + 23 + la = T9 L1F x 553.37 34,21623 Split Brick Solid 126 L/F ' 9 Courses x $3.23 53,66222 VINYL ROOM WALLS Firewall i x 51,200.00 51,200.00 Vinyl Wall _ L/F x 556 -46 50.00 Pretreat 5150.00 5150.00 Lap Top Inside and Out.......... _ L/F x 516.55 So.00"Misc: Il 50.00 o Florida Glass L/F x $12.27 Soma Misc: ! 50.00 Insulate Top and Bottom ...... .- L/F x 57.66 50.00 Misc: ' 30.00 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x 5173.88 50.00 { CONCRETI; 515,841.24 Mist.: so.00 NOTE: Accordi • t FL ALUMINUM 514,011.51 Misc,: _ woo Building Code, a crack is not PERMIT $793.00 Misc.: 51.00 a structural problem until it TAX $1,841.17 Misc.: I , so.00 reaches 1/4" in width. TOTAL 532,486.92 I All wort aansbip and materials are guaranteed for a to year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid aceoaats m armsrs. ANNUAL PERCENTAGE RATE of l8 % plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS. I 09££88L£ l•8 sewoH wolsn0 06124/2008 05:22 8137824415 JAMESMORTON PAGE 01101 Erns: H 1 CONSTRUCTION 11/10/2010 11:53 11503 P, /O ! r i r 1 J::: L/ I ../.)(1--- • . A D ' 36. 2V <e ,, , - J.?' 11111..51 i r i o i �,. QQ f N 25. i 9 1 ' tit fir I r--- I4 i - In. s . . Q if 111 k —iL } . ! 3P . • 30 .b 8 v R 01 Raft - . ty .. 4 -----___ ez.r., • • 5 , 4 rvi td Kom Arrz . P // • LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 11/ 08/ 10 B 8a H Construction Zephyrhills, FL Re: 2011 Jacobsen Mod. #: Address: Neukom Ave. Lot #: 89 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 8'x12' Raised Screen and a 10'x36'x23'x10' Garage. 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, 0/e_rj Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 . 1 R,,..gice:4 Fi 4 r 3 1 .41( rt- r n ----------„ 6::.,'Hie.,.4.1' 7 4 ,- - - • ' . is , , , , , I ,,-,,,:, 25,0 1 n 6 Y 1" oaf* 12 v : 121 -* L 3e) :f • ( -__1 30 07 4 , 6 ,07 g, ' N eof i c---■,/,2,65:„.4" , /0524 REvtew OATEA---„tho_ CITY OF ZEPHY ILLs f 40 T (3' c „le 4 --, d 1/) I 2 0 A - /f RLAW kXAMINER_____ AA- Li K044 /9 1 , a1 W .ND `mil J \ M ; t . t s , Nii N _ _ e 0, o _ o ff, . n cN‘ Piptil 1 ,, ir\, . ,Q Q, ,,,. ,,_, -.,.\ c) \IL ski ‘f , ■ ■> ' higilil X , 7.............iiiiii 1 _ ,,,„ ,. ... ,..x - •1111111111111 OM ..1 '.11.1.211 � -->-- L� Mitici / / / / V( 6 n _ -§ c 2S 3 - V M U' d \ 3 M l 0 10 ti t 7 ri , i0 9/0 I i 6 A M96- , a I 7 i< ii g';Yq`7 d$ /66C 566 0 ( , \, rAvA)T l/'lcc.) a s - N 4 k ) 3m w � \, c�� hi ) " /lo 5 py `i ( -iii) " y1/ . 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(- N M V W 3 3 3 3 3 0 SOILS AND FOUNDAATIONS Gradient, land intensity and erosion characteristi of dope 1 805.42.3 Main concrete h�crial Of plain concrete footings. The cage thickness • Zings supporting walls of other than 1805 . 4 Foodrtgs shalt be designed an constructed in Light -friune construction shall no be less 1 805.4F Footings (203 mm that 8 inches B capacity of the soil is not exceeded, and ) � planed c soil. f That differential settlement is minimized. The minimum Exception: For plain concrete footings Width of footings shall be 12 inches (305 mm) Crro R-3 occupancies. the mPPoning ar thichtcss is led to be 6 inches (152 true , rovstied permit- Does not extend ( ) t that the footing Footings b yood a distance greatct. that the gs in arras with expansive soils shall bc designed Thick»c , of the footing ,,n either side of the suppo- c In accordance with the provisions of Section 1805,8. WaJI. 1805.4.2.4 Placement of concrete. Concrete footings 1 805.4.11.1 Design loads, Footings shall be des' Shall no be placed through waur unless a trtmie Of other the most tmfavorrbk effects due to the combinations of for method approved by presence building w ai u , is d Whcrc loads specified in Section !605.3. Thc dud load shall in- shall be deposited Placed 1under °f tO thti of wat the clads the weight of foundations„ footings O mini eta gs and overlying by approved t ncans t i le turbulence mini- Reduced Uvc loads, as spoeifled in Section 1607.9. mum segregation of the mix and negligible turbttldnce ,�f Are permitted to be used in designing footings, the water. 11 80 15 4. Vibratory ty oad9. Where rato l machinery _ 180 4. other brato the m o � 1805.4.2.5 Protection of concrete. Concrete footings transmitted through the foundation, consideration shall be given in the footing shall be protected from freezing during design to prevent de a iman� period of not less than five thereafter. depositing and lot disturbances of the soil. Not be allowed to flow sit Water shall 1805.4.2 through the deposited ooncrttc Concrete footings, The design, material and con- struction of concrete footings shall cam 1805.4.2.6 Forming of emcee ; . fungi are I ructio2.1 ply with Sections permitted to be east through 1805.4.2.6 and the provisions of Chap ion of the bail against the earl L' the opin- �' 1805.4. ding official, soil conditions do sot require forming. Where forming is required, It shall be In actor. Exception: Where a specific design u not provided, tarn - dance with a 6 of ACI 318. Crete footings supporting walls of light -frame caos'truc. UOO permitted to be designed in accordance with sad oo 1805.4.3 Masonry-tint footings. The design, Table 1805.4.2 construction of m materials empty with Sections 1805.4.3.d 805 the provisions 1805.4 2.1 Of Chapter 21. prvvisioru 1 80ll have a wed strength. Coccrctc in footings compressive strength (f c) of not L es2s8 2,500 pounds per square inch (psi)(17 237 kPa) onjy i t Where a specific design is not pt f aye da Ys� soruy -unit footings supporting walls of light-frame con - Structioan are permitted to b designed in accordance with 1805 4.12 Reserved. Table 1805.42. 1805.43.1 Dimensions, Ma+m►y -unit footing shall be laid in Type M or S mortar complying with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAIL CONSTRUCTIONab.c.d NUMBER OF FLOORS FOOTINGS • FOOTTNG SUPPORTED BY THE FOOTINGS* (inches) (inches) 6 3 IIIIIIIIIIIIIIIII 6 For S1 1 inch --- 8 25.4 mm, I hoot a 304.8 ruler. a Depth of footings shall be in accordance � ground tinder the Boor is �� Section 1805.2. b c p ermitted t o bc excavated to the elevation of the 1° -1 ring walls are permitted to be supported by top of the footing the width shown in this table, and footings shall be Y isolated footings. 6 P ' on center. d. For thickness dth and length chaff be twice of foundation wall sec S a 5, c not more than 6 Acct on center. s, Section 1805.5. Footings arc permitted to support a roof to addition to the stipulated number of Boors, Footings supporting roof only Shall bc as required for supporting one floor. I Plain concrete footings for Group R -3 occupancies arc permitted to be 6 inches thick Florida Building Code Online Page 1 of 1 . mamma rSepwwrnn r rY . ommun .: •,? t r OCA HONE ABOUT DCA OCA PROGRAMS CONTACT OCA it A I - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 116Th Product Approval \k] j USER: Public User 3 Communit Affairs Product Approval Menu > Product or Application Search > Application List ` (Search Criteria Refine Search! Code Version 2007 FL# 9334 PHOt1SINQSCOMMU1fTY Application Type ALL Product Manufacturer ALL taet u3Pmt r Category ALL Subcategory ALL 1E. Application Status ALL Compliance Method ALL 4EK1' ' Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL " Product Model, Number or NameALL Product Description ALL Attu 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 FL9334 -R1 Revision Town and Country Industries, Ryan J. King, P.E. Approved History Category: Roofing (813) 787 -8283 Subcategory: Metal Roofing Department of Community Affairs Florida Budding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2200 (850) 487 -2824, Fax (850) 414 -8436 6 2000-2010 The State of Florida. All rights reserved. privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 plus -in Software 1 suctomer Service Survey 1 contact Us Product Approval Accepts: a is O Wnaie. Na�rM v1 air•• Florida Building Code Online Page 1 of 2 communityismiraire •i.:. �• - ;c s - " rOCA HONE ABWTCCA =PROGRAMS CONTACT= BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 1 16 ; - Product Approval USER: Public User »,Community: , } 4 Affairs `., -ej.4 product Aourovel Menu > Product or Application Search > Application List > Appi • • ATM! INESOMME •WtfiltyY �AN1aNG FL # 9334 -R1 Application Type Revision •>etIUNnY Code Version 2007 ''DEVELOPMENT f Application Status Approved : +TdAHACENENT Comments • OFRCE Of THE Archived Product Manufacturer Town and Country Industries, Address /Phone /Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj e tc- alum.com Authorized Signature Vivian Wright rickw @rwbldgconsulta nts.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 J. 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 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.pdf 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 RI 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. C _ Back J r Next 1 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 1 Cnnvriaht Statement 1 Arraccibility Statement I pluo - in Software 1 Customer Service Survey 1 Contact tic Product Approval Accepts: WED • 'OM s1Ne•1f1sN00 GNIC1019 M'tl eoOL 0 • eoff+ •°N 3•d •4P$ 'l'S •d oovo.li - SNOISIA3N p=1-7.----z7.5-t7 SNOLLO3S W S31ON TYN3N30 Ae 31V0 ON co H c1Ye 'a+ wti H.0 -�ierom ao ur+d ° ° e IN ....1 ro°r»•°ro 10 w°°13 °vN °u n Lele'ess'Cl13 •0 N ....Will N 2 5 7 . MOE "1d °°HrA OCi 10 13 'o'd y. S13NYd ON00021 l'IfNIYIl7Y — & $ I .0. •SIN■1111sM0) ONOVIO Q�7 if ve v°.od°+d a»W.>°O :1W(1008d _ b D S .SSZ'0 L 1. ,Sf'81 g ° o N O C .900 ( ,OIZ'Z 1 .Sg I �' Y Ti t m a m m of m re cr cc t a a _ W W W W 11 W C p 6 n : Y LL € a oc e= w fi� a i `\ In rc in gr to ce ifeS9 ,SLO'0 Ix _gam .SLOT .SLOT o $ o ID 4 ry N n n • h o n n TAfr c c .SLf'0 ,Z90'0 I o :at' 1 I 1 1 1.16'0 1 .OIL' f .OS L' l ,OSZ'Z I ' ,801 -'l .1Z l .6f0'f m G C i q cr) t tilliMu) c U U U U d a s W fn :oa & '� i__ hi aaaa Z m a 0 a4 C UUUU E LL c hm ? ..„ Z W G IIII.. x /. t a 0 �4 J ._ 11"Plit M x cr E4 1 0 03 ii illi < . 8 B Q 8 1 I E i iii ifl I d x x x x x x 0 C . G Vg P mlohht� ^�� aE Florida Building Code Online Page 1 of 3 �L. !_i; . . ? HOW ABOUT trCA BCA PROGRAMS CONTACT t1CA i � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search 0 Product Approval USER: Public User Communit .. • .0— i Affairs i. Product Approval Menu > Product or Application Search A. _ i.n j > Ap .Ilcatlon Detail • i...111.111.1111111.1 7 r COM MUNm PLANNING FL # FL1722 -R3 Application Type Revision "c uNnY Code Version 2007 ► EtTFRC>Ftrcv Application Status - - • oved man Comments ►OFF10EOFniE Archived •••■ Am • 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 @e l i xi ri n d. 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.flondahnildincr nru /nr /nr Ann dtl acnx7rlaram=.. RVV IL,, +rl ,-,•r(1(1 „(`_ll..al /.., c11 Pm 1r. • Flnrida 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 1402 -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.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 -205 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 402-205.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 402 205.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.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doom Ddf 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 F11722 R3 C CAC 6400- W9.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 j Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes 1722.6 8500 -Oval Steel Clad In -swing Door with Full View Storm Door Limits of Use Certification Agency Certificate http : / /www.floridabuildin2.or2 /nr /nr ann dtl. asnx? naram= wcw'vlen..,trinvnnr.•:n -tw.,, c/1 1 /1n Florida Building Code Online Page 3 of 3 • Approved for use in HVHZ: No F11122 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 11722.7 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 15.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.Ddf 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 11 9400 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.9 JSTR 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 F11722 R3 AE eval w storm doors.Ddf Created by Independent Third Party: Yes r _. Back _.J r- - 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. MI rights reserved. Privacy Statement 1 Copyright Statement 'Accessibility Statement 1 Pluo -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: EI wniNw http: / /www.floridabuilding.org /pr /nr any dtl. asnx? naram= urwvvr),,,tn,,,,nn „rr...%1..... Clr r yy o . y , w m p m T 3342 m+�i ix np 1>i� mm'm3 = N I, API 8lssgg xgi� € Np P isli 1 I 1 I g,n m !i g gA 24-g-* p ; NZ Op : ~ p 5 m mInON -im N mmp CC ° • 111 [ Z 'l mo.... 14 O A 8 0 Pi 22 O g .g <tig> Ti m .4 ° m �" o �m o — ° gy m � o A a t V V c 11 ReiT , E,ril $ 4E1 5 t 2 F, € § m g� y $ m i � Sa i f It C 2t5 _ >X a > y W O r ?s N G y t ° m 0 i ? � 101i il T m T 0 m0 m O 0 m 0 7. ( � p (pp rn ) �> 5 2 !;:,0 ° Z m W NOm h1111 O ri Peg b i 2 4 HO ; 4 it, till WI e el l ° o 2 z L P N e „,, 4) g . lug = lag gm; ; g g li y 14 ,z. Np~ y ON9 p ' � O - i . O EXIhit s � rii .0 hm4 lq ON Ill PIE lili 1 6 (' gAA2 il;F 4A 3 It' ii �0 YZ r ell _ N m ° fly A y GM g mN eg l it w x O� p ;'. d WI O Ir.; i g m g 8 c m VA $ $ AA g on m V +� b g th h AA . ; ; N p a � i� Mi iE 5" q Al A i 1 P 0 m r, N N j. Og r�EUEc� 1 it EUXIR INDUSTRIES �nPlloveoer: DATE r.W E. Mir 1300 POPE DRIVE v.r E. wr.. MOMS MODEL 402-14 GEORVIN 1t O/S VINYL L33 • AM ' NON-IMPACT MODL X02 -L LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES / /f• 1�M� ..: WR.. RG, IUC 55/55/05 N. r mem. &emus c oMwYr no .0�NAoE nude 11061 ' PR U.0 N.T.S. EUX0001 . +a. � as..rr.o. Na xrae p ia . 321.11.0.17•11 awn, 1 OF 4 R N ancwrnd/ DATE 41 m� I m • o m oEm o 4D4D4►45 r O O I T x J� 4D N � 4D o 0 CO 1 4D = , D Z L;4 21 I --".1 4 4)4D4D 7 x - n x •Z A O � � 2 m N N P (7 {Y I 03;, mE 4i NT 11 z � `�1 I".1 x r O O � -F 5 o J O xN O C oD; J Mill n ^' ; C H 0N. m V C C 0 ZZ NZ a 0 �; O; SC PC-/ D; AN V &2m P O; 4 , T C A 9 . AD A O n T N �(0 zZ Z H ,,,, of N PROJECT E3O9o403 ELIXIR INDUSTRIES APPROVED BY: DATE, Pau! E. INC1300 POPE DR /NE Paw E. wwa« 091409 .E Ro. 3 DOUGLAS. GEORGIA 31533 • ' NON- IMPACT MODEL 402-14 OM VINYL LAMINATED STL DOOR — ELEVATION d ANCHOR LAYOUT 5. J� AMA= ar - "oAA.a+n ruic r-- SMC 0511409 PTC. LLC K.Stl VP AWING 1535 N. COMA.. SMaal Suia C25 N.T.S. ELU(0001 Rm1�I.1g . F. 37955 My N.T.S. f aPE C.*. 0...0.1.1, MD. 25435 rt 321.IIO.tTN 2 OF PEV DFKarigM Mug ar ■ N 1n v m D m i 0 m -n. Oz A.3 E T -1 I^ <0 - z 4 _i m m z m p 8 ? 3 0v z0 2 2 z 0 0 0 C v , r 0 2 2 �� O " m 3 TA Z 7 20 m O m to m z x A; ; § '1 L kliAi ( m M, C � 8 z7 rdr \NE -- r � 1 m ' m r f , ' cn h �"� z , �� ril g m - t� nz �g m0 i Z D O m m� r p 8 � -Iv zm 4 ; ;3 M � z Eo �' y 2 2 S 0; zf co 0 ; 0 Z _ y1RD n t1. -1--- �/ �� \\ \\ 1 \ 1�1,�, al H M I. m L... m m-. 0 n i 0 . 0 0 r to S le T 0 n m co 2 1 m ip Om O -i -pm m z 'I i -u m z..- Z O m _ O z zi 73 m Z° 1 4 2 IT C �' Mi 1 an s r Q z 0 co b � W 03 C N C (/] � f(1 N > 0 tyn -4q On bC27 OOC� 77� D Z m S j D im F •I -4 m N A I� y0 p T o �.j Z R1 b O ma Ci ma Li m y C M � r> z '? o ff_ O � 2 m y 2 1 0 Z 2 0 cj m ... y 0 PROJECT 430941403 ELIXIR INDUSTRIES APPROVED BV: DATE P e 1300 POPE DRIVE Pau/ E. wire 0310509 7 DOUGLAS. GEORGIA 31533 / N.I.F. NON IMPACT MODEL 402 -14 0/8 VINYL LAMINATED STL DOOR •..1� % VERTICAL SECTIONS 6 GLAZING DETAIL «Deer A: — aurw 41: nrr SMC 05/06109 PTC. 1535 N S5. �' 6V4L: N.T.S E auw4 ELI X000 1 00N1 SW C76 . LIX00p1 RNA.... fMMbe 1712C5 Pit ! C 0. ll[.: 6144x MPS GN4! •e AN.1 NJ. 7583+ P..... 221441» Kr 00 350.10. er 221.6e0 MO - 3 OF 4 0.¢ Z 0 vi m ;= r pD ? 7 5. m 2 mZ m 8 m t I o n y m" D �_ y D r 1 m D u 0> A Z 0 • ? -9, 2 O� SF y 0 9 2 p O p F 0 9 m ? Zi0 00 Z Z L� Z m © C� Z Z cn m > m c co v. -i o t m n Z Om vi m a v, o o wow I S cn to Z / Tz t I C r ,� j '• <�N te �/�// mm� j 21 ip ► r v' �i O _l m z r z \ 9A m cn X ai _ �z TI 0 O O 2 m D m F- 5 s� m m 2 2C A 8 i 2 2 to 0 c D m N 'vial 0 j m ? 0 an m i u! r �N ', x y to Z 0� o N oo CA cn c � /'�� ci m .. s_ i L" N hill' C T Z ; Z $ ? C17 g Z 3 ? m > m � 1 F -4 OD � m 0 > c m SA m @ O - 1 m >0 OF m 3 1 ffi Az T 0 W D 0 Z Z ti O- Z A y T O il i 71'7 L" 2 z 0 0 m 2 PROJECT 01090403 ELIXIR INDUSTRIES APPROVED BY DATE: - ►4w E. *Aver POPE DRIVE P441 E. Whim 0 50=9 F r. DOUGLAS, GEORGIA 31533 °1F NON- IMPACT MODEL 402 -14 0/$ VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS /� 41V411m /I: Wuw.4r: ©' SMC o50509 TC, LLC D Sw4: R..vr, Kt 535 N. C2NeWN SINN. Su4. C25 ' ` N.T.5. ELIX0001 Rockig., Flom) 32955 OIC. YC GeV 3.ee7 . FB•E Cwi1M M 4fcrsa.0 00:0. 210•15 to. 321.Nn.11i • WV oac — t.On 00 . 01E 4v 4 4 . Florida Building Code Online ` Page 1 of 1 . 511).p0(1) s` - zr ,, ,� �° ' >q �' •.y ,';' „ i r x'^ 4 j fi c . . 41 7 t t�dtaatait . * { a R y. OM 1'x11�1 �, \ . I I1 :III P NOME ABOUT tCA =PROGRAMS COUR= • a '4�.;; • r• BCIS Home Log 10 User Registration Hot Topics Submit Surcharge Stets 8 Facts Publications FBC Staff BCIS Site Map Links Search ▪ 3: '1= Product Approval 7 : l in ' is —" USER: Public User Community 1 , , Affairs - Product Approval Menu > Product or Aoolication Search > Application List • COanttLnartyvtAal�nNO [Search Criteria Refine Search' ! Code Version 2007 FL# ALL ottou *iodcO&Mn 1Y 'Application Type ALL Product Manufacturer t nm ! Kinro, Inc :Category Windows Subcategory Single Hung ( Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL a , . - -1 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 l I FL# _Type Manufacturer Vplidated 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 i Subcategory: Single Hung (847) 303 -5859 1 FLI2053 New Kinro, Inc American Architectural Manufacturers Association Approved Category: Windows Subcategory: Single Hung (847) 303 -5859 Doparbwant of CorwarwNty Affairs Florida Bolding Coda °alas Codas .ad 51t.MUtards 2555 Samara Oak Boulevard TaWAassee, Florida 32399 -2100 (850)487-2824, Fax (850) 414-8436 © 2000 -2005 The State of Florida. All rights reserved. Convrioht and Disclaimer Product Approval Accepts: ® ®lEil Ms.rN Florida Building Code Online Page 1 of 2 1 1Pt'IY,'"'..t s+7_ } nT,.., ° r _. i t i ✓rk _ .;c: 4 t l. L i 4. I l. J°^, BCIS Home Log In Use, Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Starr BCIS Site Map Lmks Search 1 fi Product Approval USER: Public User � I r Nr Community 4 i >r Affairs Product Approval Menu > Product on Aoolication Search > Auolication List > Application Detail COr1MUNrT RAMPED FL # FL2864-R2 Application Type Revision + Housnz g0 Code Version 2007 ealLicciencY Application Status Approved t Comments 'ct oF THE. , Archived BECFETARY . 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 mkinardOkinro.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 i FL * Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 11 Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports r _ , Created by Independent Third Party: C Bach [ Next -1 QCA Administratinrt Department al Coarrnu,N, Affairs Florida lima/ding Code Online Cedes and Staadards 2555 Shumand Oak Boulevard Tallahassee, Florida 32399 -2200 (850)487 -1824, Fax (850) 424 -8436 ® 2000 -2005 The State of Florida. All rights reserved. rnnvriaht and Disrlaimer Product Approval Accepts: IN E co Vottafts Sweated 11 E i =u_i'? l : I! 1 MOB l L E HOME Sl IFPL `' 86 F.F ; �. F 6E : 2 /414( Revised Jan. 20, 2006 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window sot to faactioa properly. All product liability and warranty could be void. These installation instructions art recommendations only. Local building codes may impose additional requirtmtats, and those codes may supersede these instructions. I. 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 rough opening should be level. plumb sad 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 Mining members can result In a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and fat around the perimeter of the window opening. Cheek the opening for correct size. Kinro reconunends 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: 11 is not the responsibility oldie window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Window Installation A. 11 is recommended to apply a 1/8" thick, suitable, good quality, non- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not me a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. 13. 1)0 not remove any shipping clips (if provided on the window series being installed) and always keep operating sash closed and locked during installation. f 1 63 11 E 1 4 : r I 1 1 I II iE 1 t E HOME SI_IPF'L 1 F'HaE : l 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 thc approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows cheek the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While bolding the sill kvel, 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 thc 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 Imo the window frame. Sec section ID for fastener informadon. 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 thc 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 mom 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. 11. 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 lop 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) Kirtro recommends a sill support (minimum I" thick) be installed underneath the projected frame sill on the outside. 2 G, • 11 2009 1 y : h 11 1 MCIE 11 E HOME =.1 IPF1 1 86 -- PHGE : K. The Me of any appurtcoance aysubn root approved for the Egress window or any alterations of an approved appurtenance system netaiet the window certification. The upending instructions and certification label are a permanent part of the Egress will and must not be removed. L. There should not be any obstruction placed, anached, or located inside or outside an Egress window which would hammer direct access to Egress Devices or encroach on the minimum dimensions for horizontal,.ve tical, and square feet of area required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. M. An operational chock of each installed Egress Window or Device shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory record and retain a permanent record of* serial number of the Egress unit in direct correlation with the serial number of the Mamifi anted Hume 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. In hams A. Either screws, nails, or staples rosy be used as fasteners for your installation. The fastener matt penetrate the stud at least one (17 inch, allowing for exterior sheathing. The pro - punched mounting holes in our window flanges are to assist our customers who use its pan head mew fasteners. Other equivalent fasteners would be as follows: 1. 6D srnoo h shank nails (min. 1 W' penetrative) 2. 6D ring shank nails 3. 16 !lam adhesive coated staples, 7116• crown. Note: Any fastener, either screw, nail, or staple that in left exposed to the weather should be of a plated type tint will not corrode. C. in Wind 9 rae+ed Wz . I : on uneven conugaled sidle& a beteaeer *odd he placed in eery hale to enaatets..a proper weather as amend die palm*: of the window. On smooth wood finish siding a fastener in every other hole for aluminum windows and every hole for vinyl windows la recommended. When installing a window in this fashion, the installed window should be checked to enawe that there ire too ateesaive 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 not have to be in the hole, just in the general location. D. !J nd Sdeeel Z•►••• •i!0 mni l fflIJD Win ZotesaLLED: one fastener should be placed in every mounting hole to meet structural strength. Except for the required number of fasteners, follow all inanadions listed above` ,, r'/L.4.- t i 7427241 r' jr4l AU 1/4 3 4 K t o WINDOW INSTALLATION $ FASTENER PLACEMENT G—.- 0 <- 0. a 0 FIRED SIDE OPERATING 0 FMD111E SIDE i _________L__ / . . o 0 © a ©. _.� 1 OPERATING HORIZONTAL SLIDE SASH WINDOWS .3.---- (S D. VERTICAL SLIDE o 0 0 _ p l .....wai SINGLE HUNG A PICTURE WINDOWS Mier iaillel festeaers ere pieced Q a run all other fasteners from - - 0 t> 3 ---� one of 1leu► to His mid of flue member. DOUBLE END SLIDER 11 is '.commanded to .Lays slarl COMBINATION Ai Ile eppresim.ts reefer of 11c just), , WINDOWS MOON FASTENER Lit) .INSON FASTENER CD SEALANT /TAPE SEALANT /TAPE SIOIRi L&.1 Nf iAi i 101M L f ate— _-.....1. Z 4 __ : L me . TOW B FRAME MIN Z I-- TOM o X I YL ION IN LA IOM O 0 S7Yp LAJ - = Ia1E1101 MUSIC* STUD V) ila11N FINISH .41 co W .J -,. 't- 1 /Y -.. Ur U LAI flFICAL 1101 JAMS caoss fuc)Iw TTFICAL SIDE JNS CROSS MIRY 115N 11)15101 5111 Wm 1/71110/ 511a INSTALLED A1T10 gim e Ng* 4 of 4 loo1ALLES 511011 IMMaa♦ Florida Building Code Online Page 1 of 5 1'°irr t Affairs, 411 .: , (f DCA HO E ABOUT DCA DCA PROGRAMS CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search , Product Approval ❑t 4 USER: Public User Community Affairs I Product Approval Menu > Product or Application Search > .r, > Application Detail FL # FL5302 -R1 ■ COMMUNITY PLANNING Application Type Revision ►HOUSINGac"ts'itr; Code Version 2007 DEVELOPMENT ►EGEwcY Application Status Approved MANAGEMENT Comments ► OFFICE OFTHE Archived SECRETARY %. Product Manufacturer Amarr Garage Doors Address /Phone /Email 165 Carriage Court Winston - Salem, NC 27105 (336) 251-1309 danny.joyner@amarr.com Authorized Signature Danny Joyner danny.joyner @amarr.com Technical Representative Danny Joyner Address /Phone /Email 165 Carriage Court Winston - Salem, NC 27105 (336) 251-1309 djoyner @ammarr.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE- 0048579 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2099 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R1 COI Tom Shelmerdine Letter of Independence 7.24.2007.Ddf Referenced Standard and Year (of Standard) Standard Year ANSI /DASMA 108 2002 ASTM E 330 2002 Equivalence of Product Standards Certified By http : / /www.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtDuunL7seVZMFL... 11 /9/2010 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2008 Date Validated 01/07/2009 Date Pending FBC Approval 01/13/2009 Date Approved 02/03/2009 Summary of Products 1FL # Model, Number or Name Description 1 Stratford (M600) and Heritage 1 Dwg. IRC- 6009 - 110- 11,Thru 9' wide. (M950) !,Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009 - 110- 11.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No I Created by Independent Third Party: Yes , Design Pressure: +19.1/ -22.6 Evaluation Reports 1 Other: Design Pressure +19.1/ -22.6, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf !HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009 - 110- 11.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes 9� 9 P Y Y P Y� enclosed or door is a replacement door. 5302.2 Stratford (M600) and Heritage Dwg. IRC- 6009 - 100 -11, Thru 9' wide. I(M950) ,Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009 - 100- 11.odf 1 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/ -18.7 Evaluation Reports Other: Design Pressure +15.8/- 18.7,Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC-6009- 100- 11.odf 'debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.3 Stratford (M600) and Heritage Dwg. IRC- 6009-120- 15,Thru 9' wide. I(M950) ,Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009 - 120- 15.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/ -26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in FL5302 R1 AE ASCE 7 -98 -02 -05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009 - 120- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.4 Stratford (M600) and Heritage Dwg. IRC- 6009 - 130 -15, Thru 9' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009 - 130- 15.odf 1 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/ -31.6 Evaluation Reports Other: Design Pressure +26.7/ -31.6, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf 'HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009-130-15.odf 'debris region unless structure is designed as partially Created by Independent Third Party: Yes !enclosed or door is a replacement door. 5302.5 Stratford (M600) and Heritage Dwg. IRC- 6009 - 140 -15, Thru 9' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009- 140- 15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/ -35.1 Evaluation Reports Other: Design Pressure +31.0/ -35.1, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009 - 140- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes http : / /www.floridabuilding.org /pr /pr app dtl.aspx ?param= wGEVXOwtDqunL7seVZMFL... 11/9/2010 Florida Building Code Online Page 3 of 5 enclosed or door is a replacement door. 5302.6 Stratford (M600) and Heritage Dwg. IRC- 6009 - 150- 15,Thru 9' wide. I(M950) Limits of Use iInstallation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6009 - 150- 15.odf II Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 1 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/ -42.1 Evaluation Reports i Other: Design Pressure +35.6/ -42.1, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009 - 150- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.7 Stratford (M600) and Heritage Dwg. IRC- 6009 - 169- 15,Thru 9' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 fI IRC- 6009 - 169- 15.Ddf Approved for use outside HVHZ: Yes I Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/ -51.2 Evaluation Reports Other: Design Pressure +45.3/ -51.2, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.Ddf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6009 - 169- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 1 5302.8 Stratford (M600) and Heritage Dwg. IRC- 6016 - 100 -15, 10' Thru 16' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6016- 100-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/ -17.2 Evaluation Reports Other: Design Pressure +15.2/ -17.2, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.Ddf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6016- 100- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.9 Stratford (M600) and Heritage Dwg. IRC-6016- 110 -15, 10' Thru 16' wide. (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6016- 110- 15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/ -20.8 Evaluation Reports Other: Design Pressure +18.3/ -20.8, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC-6016-110- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes 'enclosed or door is a replacement door. 5302.10 Stratford (M600) and Heritage Dwg. IRC- 6016- 120 -15, 10' Thru 16' wide. I(M950) ;Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6016- 120- 15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 1 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/ -24.8 Evaluation Reports Other: Design Pressure +21.8/ -24.8, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 RI AE PTID 5302 T IRC-6016- 120- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.11 Stratford (M600) and Heritage Dwg. IRC- 6016 - 130 -15, 10' Thru 16' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II PTID 5302 T IRC-6016- 130- 15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: 4-25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/ -29.1, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf ,HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC - 6016-130- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes , enclosed or door is a replacement door. 5302.12 Stratford (M600) and Heritage Dwg. IRC- 6016- 140 -17, 10' Thru 16' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC - 6016- 140-17.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 http : / /www.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtDQunL7seVZMFL... 11 /9/2010 Florida Building Code Online Page 4 of 5 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +30.1/ -33.8 'Evaluation Reports Other: Design Pressure +30.1/ -33.8, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6016 - 140- 17.Ddf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.13 Stratford (M600) and Heritage Dwg. IRC- 6016 - 140 -24, 10' Thru 16' wide I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 i1 IRC- 6016 - 140- 24.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/ -33.8 Evaluation Reports Other: Design Pressure +29.7/ -33.8, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.Ddf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6016 - 140- 24.pdf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.14 Stratford (M600) and Heritage Dwg. IRC- 6016 - 145 -24, 10' Thru 16' wide. �(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6016 - 145- 24.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/ -37.2 Evaluation Reports Other: Design Pressure +31.9/ -37.2, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.Ddf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC-6016-145- 24.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.15 Stratford (M600) and Heritage Dwg. IRC- 6016 - 145 -32, 10' Thru 16' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC - 6016- 145-32.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/ -36.2 Evaluation Reports ' Other: Design Pressure +31.9/ -36.2, Not for use in FL5302 Ri AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC - 6016 - 145- 32.Ddf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.16 Stratford (M600) and Heritage Dwg. IRC- 6018- 110 -15, 16'2 thru 18' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6018-110- 15.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/ -20.6 Evaluation Reports Other: Design pressure +18.2/ -20.6, Not for use in FL5302 R1 AE ASCE 7 -98 -02 -05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6018 - 110- 15.Ddf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.17 Stratford (M600) and Heritage Dwg. IRC- 6018- 120 -15, 16'2 thru 18' wide (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC -6018- 120- 15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/ -24.5 Evaluation Reports Other: Design pressure +21.6/ -24.5, Not for use in FL5302 Ri AE ASCE 7 -98 -02 -05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6018 - 120- 15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.18 Stratford (M600) and Heritage Dwg. IRC- 6018- 130-32, 16'2 thru 18' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 Ri II IRC-6018- 130- 32.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.4/ -28.7 Evaluation Reports Other: Design pressure +25.4/ -28.7, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.Ddf HVHZ. Glazing option shall not be used in wind -borne FL5302 Ri AE PTID 5302 T IRC- 6018- 130- 32.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. http : / /www.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtDqunL7seVZMFL... 11 /9/2010 Florida Building Code Online Page 5 of 5 5302.19 Stratford (M600) and Heritage Dwg. IRC- 6018 - 145 -36, 16'2 thru 18' wide. I(M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC- 6018- 145-36.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.6/ -35.7 Evaluation Reports Other: Design pressure +31.6/ -35.7, Not for use in FL5302 R1 AE ASCE 7 -98 -02 - 05.odf HVHZ. Glazing option shall not be used in wind -borne FL5302 R1 AE PTID 5302 T IRC- 6018- 145- 36.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. I _Back L Next l 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. 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