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HomeMy WebLinkAbout10-11168 CITY OF ZEPHYRHILLS 5335 - 8TH STREET . (813)780 -0020 11168 BUILDING PERMIT P ermit Number: 1116 Address: 39806 COGHILL LOOP LT 168 Permit Type: ADDI- i-Ic)N /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 -Abd /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1460 Improv. Cost: 22,208.56 Date Issued: 11/22/2010 Name: MAJESTIC OAKS LLC Total Fees: 225.00 Address: 6991 E. CAMELBACK RD Amount Paid: 225.00 SCOTTSDALE AZ 85251 Date Paid: 11/22/2010 Phone: (813)783 -3477 Work Desc: SHED/ W CONCRETE /CARPORT & S ON EXIST CONCRETE 534.8 SQ FT : - •1 -I •1 • 1 - 7. :I • IY16 Clod- `c_ Elec +C f ' .r.„,,_ Da itett- Per 0 , , dy 1/412,1--- i , - v - '64 (Z` ( C (oLse_ Axed e 7-ec 1C fic. ,, A(k wig •• - .. -•I - - iY: 1• • II• •• • 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." = 1 ' 1 ONTRACTOR SIGNATURE PERMIT OFFI 'R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department / 11/6 • -ate Recejvi d 0 /3 �� ' /0 T Phone Contact for Permittin. Owner's Name !1(ie..-rLI1 L1.°C Owner Phone Number b941 G +(, 5 l Q - 3 to I Owner's Address Y. .5e.0 4541.2.1 C. ` L, Owner Phone Number Fee Simple Titleholder Name 1 1 ( Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 13Q 8n10 (r N‘ l ^bde 1 LOT # I I (e U SUBDIVISION I'll(;tl pa KS PARCEL ID #I alp'a1- 30.00OOb- (OBTAINED PROPERTY TA%NOT�E) DEMOLISH WORK PROPOSED t_ I NEW CONSTR C ADD /ALT ri SIGN H INSTALL C REPAIR PROPOSED USE I SFR 0 COMM in OTHER I TYPE OF CONSTRUCTION n BLOCK 1 FRAME I I r-�� STEEL n I I 1 DESCRIPTION OF WORK � fe V‘ CI „ to d) r t..,F,s c IS ea e- 5 Tito - r . . 4 41 4 . g 1 J BUILDING SIZE � SO FOOTAGE HEIGHT U ILDIN I�ap3 51e VALUA ION OF TOTAL CONSTRUCTION fl ELECTR $ AMP SERVICE n PROGRESS ENERGY PLUMBING I$ 1 n MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION i IGAS r ROOFING n SPECIALTY 1 OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA nYES NO • BUILDER ( ' • /� SIGNATURE �A I COMPANY . Tit Lp SO Ill PE REGISTERED ® FEE CURREK Nam Address II �r a O` �a.i ...•a. Licen �//''/1„ ' 7 siw .. .- .aria. Ak. / ELECTRICIAN pilrimgkiatinfifor COMPANY r/ � SIGNATURE REGISTERED FEE CURREI. MUM Address License # I PLUMBER Wir � W COMPANY r���h li, L ii / SIGNATURE e/� - RE GISTERED � i® FEE CURREr. MEN Address �arfi License # I CFc / Y2-6 %(4-t2-- I MECHANICAL I COMPANY SIGNATURE REGISTERED y / N I I FEE CURREK I Y / N I Address I license # I OTHER I I COMPANY SIGNATURE I REGISTERED I Y / N I FEE CURREK I I Y / N Address I License 1 11II1111111111I1111111111I 1111111111111111111111 # I t I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, COMMERCIAL Attach (3) complete setp for l sets of Plans ss p us a Lifee Safety subdivisions/large Page; (1) age projects ge; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized N over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) " 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" whic.'i 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) If I am the AGENT FOR THE OWNER, I promise in good faith tgoinfform is ow err of the this affidavit prior to commencing construction. I understand that a separate pb e m equi conditions set forth k plumbing, signs, wells, pools, air conditioning, permit may included required for electrical pl ati n. A g, gas, or other installations not specifically inGuded 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 al/4 4 2g1 2 ti Subscribed and swo to (or armed) before me this .. / / - 8 - / y by c Su cri / d and swa - re(' or affirm before me this Who is/are rsonall k to me or has/have produced /).. Who is/are b ' l" /�,• persona as identification. personally k o me or has/have id produced produced / as dentification r r �� Notary Public s_� i/ Commission No. / Notary Public Commission No Name . priAtet9oy 8411 ��te of Florida a Ai. . .. A. Name of Notary t -d - �G st �ta p Bruce A Asbel E 'G rY uWic State of Florida , � s My Commission DD989010 Bruce A Asbel f or rvd Expires 06/22/2014 ' ,a My Commission DD989010 `or n Expires 06/22J2014 City of.Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 66 14 C Ls L-(c [1 6 - Date Received: l — 1 2- / 0 Site: 7q 8 W b 5 � ' i r4 Permit Type: 5 k2 11,0 e_cv•ci,kk - ( rpc r�`b ter. s *h Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ 5 6 2 , IQ! This comment sheet shall be kept with the permit and/or plans. 4 /4a,4`"' 4 Nov 1 e 2010 Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 1111111 11111 1111111111 111111111 a 111111111111111111111111111 NOTICE OF COMMENCEMENT 2010165498 r Rcpt:1336442 Rec: 10.00 Pernut No. DS: 0.00 IT: 0.00 Tax Folio No. aY- ../(, - 00 • 0 .7 f YGO 11/17/10 A. Giard, Doty Clerk THE UNDERSIGNED hereby gives notice that improvements wil I be made to cenain real property, and in accordance with Section 713 13 of the Florida Statutes. the followin information is Provided in this NOTICE OF CO111MENCENIENT m'A.NC5 r t_ OAKS l' Men. un►t'ttt eksc.. f) !tr., Pe, 3 s _ 5 v ol.. t.1 3, 1 . Description of property I legal description):10{5-_It{�TR4 t a) Street (job) Address: 31510(, o f�,ll �- K 35q; 2.General description of improvements: P& 83 _ � � - � y��ll t 33 - �4� _ -- -- - - - �CrZ lq_e0M �ti q - o QC Bona 1 3Owner Information a ) Name and address: llHe_l= lllsS�i� t 4Q1 /ta..e� o� , — b) Name and address of fee supple titlehol (if other thane owner) ��� �-31pS����� 1�Z�Sa c) Interest in property P P nY — -- - — - - --- R ntrac I n f ormation - ___ s}I� (�gty,.( -_ L, . .j -- - _ ____ a) Name and addres b) Telephone No.: s to lQ "' I ' • 'a K llo . e `' ?�_—_� y_ 33 -- 5 5 .Surety Information Fax No. (Opt.) - _ a) Name and address: b) Amount of Bond: c Telephone No.: _ PAULA S.o'NEIL,Ph.D.PASCO CLERK & COMPTROLLER — 6.Lender 11 0R BK " PG c 5 17/10 ill : a) Name and address: — 7. Identity of person within the State of Florida designated by owner u Phone No. — - — a) Name and address: Pon whom notices or other documents may be served: b) Telephone No.: Fax No. (Opt.) 8.1n addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section a) Name and address: b) Telephone No.: Fax No. 9 .Expiration date of Notice of Commencement (the expiration date is one year from he 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 A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU FEND TO OBTAIN FINANCING, CONSULT' YOUR LENDER OR AN A O YOUR. PROPERTY, COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. TTORNEY BEFORE STATE OF FLOR I. COUNTY OF Ni = o °r . Notary Public State of Florida ] O. �� Bruce A Asbel / My Commission DD989010 Signs r e t Authorized Officer/Director/Partner/Manager • • ''fa n Expires 06 /22/2014 - / a�� /Mgcr Prim Name The foregoing instrument was acknowledged before me this Q -sue day of _ No l( , 20_0_, by as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party o if of whom instrument was executed). Personally Known �OR Produced Identification N otary Signature Clit e- Type of Identification Produced r� - ;. Name (print) � v L - 1 , 4 1 _ (__-- Verification pursuant to Section 92.525, Florida Statutes. } Under penalties of er u 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. P ry' S g oin FORMS T10C r. OA''' Nit, Notary Public State of Florida a 4 ov ^ Bruce A Asbel ' Ex Commission DD989010 ) Stgnaturd oI Natural Person Signing lin line p 101 Abe Noe n o's ' Expires 06/22/2014 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE `FOREGOING IS A TRUE AND CORRECT COPY.QF DOCUMENT ON FILE OR OF PUBLIC RECORD Its' THIS OFFICE WITNESS MY HAND AND-O ICIA SEALTHIS I 1 DAY OF JVCV .2; PAULA O'NEIL, CLERK ROLL R A ti BY gre = • ,/ S ' 4 ICY CLERK 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 4025 Morris Bridge Road C Zephyrhills, FL 33543 • ' C ONSTRUCTION 813- 782.1064 Phone • 4 Of Central Florida. inc. 813 - 715 -6585 Fax 800. 224 -1206 Toll Free www.bhconstructioninc.com Web Site PAGE 1 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE CALVIN LOOMIS GREG 11/2/10 STREET CELL PHONE LOT 168 COG HILL LOOP 813 714 - 2091 CITY, STATE, and ZIP CODE JOB LOCATION /DIRECTIONS ZEPHYRHILLS, FL. 33541 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 1 703 - 785 - 7241 _RP TAG #: We hereby submit specifications and estimates r: REGARDING: REVISION TO FOUR SEASON ROOM SHED: ADD 24 FT OF 2 X 4 STUD WALLS WITH 1/2 " PLYWOOD SHEATING, TY VAC, VINYL SIDING, ONE WINDOW, AND ONE SHED DOOR - 191A55 ROOM: ADD 44 FT 6 INCHES OF 2 X 4 STUD WALLS WITH 1/2 " PLYWOOD, TY VAC, THE OUTSIDE WALLS WILL HAVE MATCHING VINYL SIDING. THE ROOM WILL HAVE VINYL SIDING AS THE INTERIOR FINISH AND THE CONCRETE FLOOR LEVEL WILL BE RAISED 4" AMD THE WINDOWS OF THIS ROOM WILL BE INSULATED. CARPORT ROOF: THE CARPORT WILL BE 14 FT WIDE AND 14 FT LONG - THE ENTIRE ROOF IS CONSTRUCTED WITH STRUCTUAL PANELS - CARPORT IS SUPPORTED BY THREE ( 3 ) STRUCTUAL GRADE POSTS AND A 2 X 7 SELF MATING BEAM - THE PERIMETER OF HOME AND ADDITIONS WILL HAVE MATCHING VALANCE AND GUTTERS - CONCRETE: NEW CONCRETE WILL BE INSTALLED UNDER SHED WITH CODE APPROVED FOOTERS - THE OUTER EDGE OF DRIVEWAY AND CARPORT WILL EXTEND EIGHTEEN ( 18) INCHES - THIS AREA WILL HAVE REBAR EPDXYED INTO THE EXISTING CONCRETE FOR REINFORCEMENT - ALL CONCRETE IS TREATED FOR TERMITES - " Custom Home Additions At It's Best!" 4025 Morris Bridge Road Zephyrhills, FL 33543 CONSTRUCTION 813- 782 -1064 Phone • 1. / of Central Fb ida. Inc. 813.715.6585 Fax 800. 224.1206 Toll Free www.bhconstructioninc.com Web Site PAGE 2 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE CALVIN LOOMIS GREG _11/2/10 STREET CELL PHONE LOT 168 COG HILL LOOP 813 - 714 -2091 CITY, STATE, and ZIP CODE JOB LOCATION /DIRECTIONS ZEPHYRHILLS, FL. 33541 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 1- 703 - 785 -7241 RP TAG #: We hereby submit specifications and estimates r: NOTE: WE HAVE ALLOTTED $ 900.00 FOR THE ENTRY DOORS INTO LIVING ROOM - THIS PRICE MAY CHANGE ONE WAY OR ANOTHER ACCORDING TO WHAT DOORS ARE SELECTED - ALL ENGINEERING, DRAWINGS AND PERMITS ARE INCLUDED IN PRICE - We Propose hereby to fumish materials and labor - complete in accordance with above specifications, for the sum of: TWENTY TWO THOUSAND TWO HUNDRED EIGHT DOLLARS & .56/100 dollars. $ 22208.56 Payment to be made as follows: UPON COMPLETION All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving cost wit be executed Authorized upon written orders, and will become an extra charge over and above the estimate. Signature: All agreements contigent upon strikes, accidents, or delays beyond our control. fire, tornado, and other necessary Note: This proposal may be Owner to carry ry insurance. Our workers are fully P P Y covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Acceptance of Proposal- The above prices, specifications and conditions are satisfactory are herby accepted. You are authorized to do the work as Signature: specifies. Payment will be made as outlined above. Date of Acceptance: Signature: "Custom Home Additions At It's Best!" LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-5517 Date: 11/05/ 10 B & H Construction Zephyrhills, FL Re: Mod. #: Address: 39806 Cog Hill Loop Lot #: 168 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 14'x17.5' Ground Level Screen Room, a 10'x14' Shed and a 14'x10.5' 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. Since) y, - /ad -onard G. 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Q Pr.. > 2° `l M 0 w Ni O o ^ `J p p p o O OU -C � p o 8 " O ' UO p on nF �-- <._. O 0� q p� v..� 3 ci� w U � , GY ls. W W t- m D E w 04 v - q W a c o ' <•-• - - -lu vw� U O � O � FZ�- v, -� OO° A = 3 a Uci� OC Z �f- cti = te n � w �.] a AZ Z _ / W X x v) a A > O vi :3 4 3 u : „ 4- 0 F - _ n Q z o u. _ zT�w U,' z w w.�0�� a3 w o0 0 __ `J Off w wN � Q w Q p W W� x Xa � 0. Q P. . a -1 C) _ - : c( c4 wcnv -- <f- pC� .-.. w0moo3 ,t 03m °F-oaFF -�a N., F -3w �o a - N ^7' • N1 1— ai 3 3 3 '° o = 3 ' 3 z SOILS AND FOUNDAAllONS Gradient, load intensity and erosion characteristics of slope 180542 ...3 Plain Mstcrial concrete footings. The edge thickness Of plain concrete footings supporting walls of other than 1805 .4Footirhgs shall be designed an constructed in Light - fame construction shall not be less that 8 inches Allowable bearing capacity of the soil is not exceeded, and Exception: mm) whin pained c soil. Thai differential settlement is minimized. The minimum Exception: For plain concrete footings Width of footings shall be 12 inches (305 min) Group R -3 oceWrancies. the edg thickne is supponing tcd to bc 6 inches (152 mm),provided that the footing Does not extend beyond a distance greater that the Footings N areas with expansive soils shall be designed Thick 7j of the footing ,;n either side of the suppat In accordance with the provisions of Section 1 805.8. Wall. 1 805.4.2.4 Placement of concrete. co ocrzte footings 18 05.4./1. l Design loads, Footings shall be des' Shall nol be placed through wawa unless a trernie or other the most tmfavorribk effects due to the combinations of for method approved by the building h�ciel is used Whcrc loads specified in Section 1605.3. The dead load shat) in- placed under °f in the presence of water„ the clued s c weight of fcti 16 5. footings dead l overlying shall bc deposits concrae by approved mix and negligible to ensure mini fill. Reduced live loads, as specified in Section 1607.9. mum segregation of the mix and ncgligiblc turbulence � Are pitted to be used in designing footings, the I 80 1 5 .4, 1 Vibratory loads, Where 180 4, rY n machinery o ff - 1805.4.2.5 Pro other vibrations are transmitted through the SOD of ezing during n frog footings foundation, consideration shall be given in the f shall be Protected from freezing dtutng found to prevent co s d ratio shall footing a period of not Ie5.7 than five depOBitlrlg end for disturbaoc s of the soil. Not be allowed to flow thereafter, Watch shall 1 805.42 Concrete footings, �� the deposited concrete of concrete of ting shall s ign materials and con- 1805.4.2.6 Forming of concrete. 1 805.4.2.1 ructio ply with Sections permitted to be east Concrete footings in a are through 1805.42.6 and the provisions of Chap. ion of the building n� the earth where, the opin- 118 1803.4 2. official, soil conditions do not forming. Where forming require dance with 8� h shall bc In Ex a specific design is not provided, can a 6 of AC] 318. Exception: Whore r Crete footings supporting walls of light -dame construe- Crete are Permuted Lobe designed of l accordance with 1805.4.3 Masonry footings. The desi Table 1805.4 2 and construction of mat<anry -unit footings sha materials comply with Sections 1805.4.3.1 and 1805.4.3 th p v 5 Of Chapter 21. 1 805.42.1 prvvisioru Shall have 5 arc strength. COOS in footings Less than 2,500 pounds compressive strength (f c) of not Per square inch (psi)(17 237 kPa) so Exception: Where a footin 8s s u t g w a l l u not provided, ms- At 28 days. my -unit uporting walls of light -tiamc con - 1805.4_22 Reserved. Strucbon arc permitted to b designed in accordance with Table 1805.4.2. • 1805.43.1 Dimensions, Masonry-unit footing shall be laid in Type M or S mortar complying with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 ALLS OF LIGHT -FRAME CONS7RUCiION&b.c.d NUMBER OF FLOORS WIDTH OF • THICKNESS OF SUPPORTED BY THE FOOTINGS• FOOTINGS F riche (inches) FOOTING (inches) 6 3 6 For S 1 I inch = 25.4 mm, I fool e 8 304.8 rum. a Depth of footings shall be in acoordancc b The ground under the Boor is with Section 1805,2. c permitted to be excavated to the elevation of the iaterinr -stud. g walls are permitted to be supported by top of the footing the width shown in this table, and footin Y isolated than 6 footings. The ce nhag width and length shall be twice d. For thickness of foundation walls, see Section 1805 spaced not more than 6 Fed on center. e Footings an permitted to a roof to , . Shall be as upporting Poe addition to the stipulated number of Boors, Footings skiing root only I. Plain required for s concrete footings for Group R -3 occupancies arc permitted to be 6 inches thick Florida Building Code Online Page 1 of 1 RIGA RTN6iRY' QF I ity Affair 7" roc *BOW ABOUT OCA LOCA PROGRAMS CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval l USER: Public User Community Affairs Product Aooroval Menu > Product or Application Search > Application List Search Criteria Refine Search *COMMUNITY PLANNING C Code Version 2007 FL# 7561 ♦HOUSINGS Application Type ALL Product Manufacturer ALL DEVELOPMENT ,Category ALL Subcategory ALL 'EMERGENCY Application Status ALL Compliance Method ALL MANAGEMENT !Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL *OFFICE OF THE !Product Model, Number or Name ALL Product Description ALL ARY 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 FL7561- Revision Elite Aluminum Corporation James L. Buckner, P.E. at Approved R3 Category: Roofing CBUCK, Inc. History Subcategory: Products Introduced as a Result of (561) 491 -9927 New Technology `Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Department of Community Affairs Florida Bulld/ng Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey. I Contact Us Product Approval lAAccepts: El 1 IW1 SCCurttymr thy, v """ . Credit Cam ' SAFE • Florida Building Code Online Page 1 of 2 i F RIGA - 1 r i i Cdr . Affairs; , , � roc HOME ABOUT DCA DCA PROGRAMS COPITACT OM: ;�.� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search di ' Product Approval 0 U1 `\ USER: Publ User 0 Community! Affairs y - Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 61 =R1 / i DO4/MVNnYPUWNING Application Type Revision )14°USINGSCOAIMuh TY Code Version / 2007 DEVELOPMENT ., 'EMERGENCY Application Status Approved MANAGEMENT Comments aOFFiCEOFTHE Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock @elitealuminum.com Authorized Signature Do Kim dk @dokimengineering.net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum @aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology 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 Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services Quality Assurance Contract Expiration Date 11/30/2014 Validated By lames L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 JUSOI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf i .. ii n • 1 1 •1 1• -. _ i i 1.1 . _ n r.rl rl> ,a, 71 "17 r, 11 rnrnnln Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products FL # Model, Number or Name 1 l Description 7561.1 Aluminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, i Panels 3 " /4 " /6 "x0.032x1lb EPS Composite Panel, • 3 "/4 "/6 "x0.024 "x2Ib EPS Composite Panel, • • 13 "/4 "/6 "x0.030 "x2Ib EPS Composite Panel, ' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwo- R1.pdf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.odf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes I protection is provided. See installation drawing for allowable design pressures and spans. [ Back 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. All rights reserved. Privacy Statement 1 Coovrioht Statement 1 Accessibility Statement 1 Pluo -in Softwar@ I Customer Service Survey I Contact Us Product Approval Accepts: • securitym i. r tu..+ V."" 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A 8 i• g IS g.= ` c E'''t.. f 8 i s V J g .G c F • oa mom oa mN cum mN � �i3 °po ° ^L'9d ' c '^ c ` o • b _ _ ?`E. 1s � 03 as 03 as _ 03 as A = .. s- =e - s _t - oao x oca a ^R,.`- .n.e,. ao R'R.n'o R o 3 I 00 °2R848R8 40 X U E u' vr {' a ° -ci o a e5 D V O '3 L � P vl • EE J Ja m D S , x J Ja X J J.,/ I h b � :m v a-1 I 1 V' Q .4-J O a I I y - N, w n ro rn v W Florida Building Code Online Page 1 of 3 •.w . ommunity Affairs 2. r DCA HOME ABOUT OCA OCA PROGRAMS CONTACT OCA ,-.� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search A „1,. �► Product Approval �(ap►) USER: Public User Community Affairs Product Approval Menu > Product Or Application Search > Application List > Application D rcarimur YPLANN1NG FL # 2 -R3 _ Application Type • evision ragtism3acambiliMt1 Code Version 2007 DEVELOPMENT 1 EMERGENCY Application Status Approved MANAGEMENT Comments roFFlce Archived c,S:3l.i. 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 h ttri / /.n, n,.,, ri,-,- :.1.,4..,:1,1:.... --- /_.../.._ .___ �.t ^ T .... 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.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 t 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- 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 fI 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.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.4 1430 W9 Vinyl Steel Out - swinging Regular Door - 9 -Lite Window (1'8" x 3'0 ") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -40 Installation Instructions Other: FL1722 II DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.5 16400-W9 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400-W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722. R3 II DWG 6400 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports F11722 R3 AE eval w storm doors.odf 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 htt n: / /WWW flnririahnilrl;nnnra /„r /,..- , ,r,Y, ,ltl ..,.. 7‘7,---,_...r...—/-■,--,_,-,,, .., ,,.. Florida Building Code Online Page 3 of 3 • Approved for use in HVHZ: No FL1722 R3 C_CAC 8500- OVAL.odt 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 11 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 t1722.7 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 R. 11 9000 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 1722.8 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency Certificate FL1722 R3 C CAC 17024 9400 1S.odf Quality Assurance Contract Expiration Date 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: fL1722 R3 11 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 11 DWG 7000.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes r _ Back ] r Next —J 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 I Coovriaht Statement I Accessibility Statement I Plua Software I Customer Service SurvPv I Contact U@ Product Approval ® ®l="I CO VtoriSlgo .. {.f•■• http://www.floridahnildino nru /nr /nr a nn ritl ac,,.-9 .,.�,— ...nC�rveN__. .. , ,.. ._ _ D 331 2 tT4 g 1 > n z/m14ip= _ • W N_ y _ m ° F M SE yEg4 g RWz9o-v I I I I R . , . g f - $$ I V gzmcrq sf. ° > s m m3 I^2w ym1w K mmh� O wym mO �i T6 y —�i °O wF� i �m 1 y sy g A ,. Z g X i$F m} m � QA$ I$n, M $4 ° S 2 c gAv ..,, OT y� • Z o y g 31 j E S m 9 8 03. N4 _ ; ° m r ~ Q r 111 w ° `� N m z ° g ° m e O �1 � Z ild 4 2 ° $mg it W 18 Si $0 r6) HO I :I agit 4 4 it tim 414 A 3igi X 4 , 2 F 0 g a d i o ps El. z :.• W N — A .., 3 L,1 0A3 10 glAig P_I'Sii m ti 4 is 01 41 i t ; g'1 1 2 E a A ' t 2 q! TA �""s we Firl 1 iF ili in I « `y 01 IV Al w m -, .1 i! 2 gg 2. ;~ 4 - m I II II" b g 6O 6 i m 1 9Z C i6$ i1 m � g a l :_ (� t i mm AI gig t RE w O = V A F`nl n mr m> big 01 AA s PI i w q 4 i 9 P§ ; II; Z F s4 b $ 2 ' o Z< 15 . k m P - o a � 6 P b 4 5. 41 N y Oic 1 MOJECT a o.W ELIXIR INDUSTRIES APPROVED BY: DATE: ^e— v.a E. w1 w -a∎ 1300 POPE DRIVE INM E. Wow • 4!;!; �� T64' DOUGLAS, GEORGIA 31533 ^^ NON-IMPACT MODEL 402 -11 O/S VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES maw= st SMC O5A06A8 ITC. ILG SG"-N.T.S. v.v...° 1636 N: Ccp•.a 81 ...t S. Ca All. ` N.T.S. EUX0001 ftajOgp.. Florida 3216S Int. lte 0 RWE CM4.I.0 i MM ND. rsae is Rl 1 N � i swat, 1 OF 4 DATE n lev oncwrna . . z ,lE I.7. - =9 v m =2Oto - m 4D4D4►4D m r W OI I } 1,4 ,... � y 4D �� = g 00 0 4D + dp + = � D i___,. 4j►4)4D4D 9x� x N A Z AO A m O W n W z m y rn Ki ' z v Lif l n r 0 0 x P ° p0 >c ` _J PM 0 O n N 0 < k W Oy o > ►C L J 7 n a ; N = ; O mvc R C n 9 0 2 z y 2 - 0. q ; 10c - - c 0 E`; oD ,§ m Z m p 0 p V • 0 -o - � D t $o w 0 to z 0 � to c m 0 H m W 00 . PRD.IECT .3090403 ELIXIR INDUSTRIES APPROVED BY: DATE, 1 1300 POPE DRIVE P.AE. WYRn e5/144/9 Paul E. Wa... .E No. 3 DOUGLAS, GEORGIA 31533 ITKL. NON- IMPACT MODEL 402 -14 O/S VINYL LAMINATED ST1 DOOR �/. ELEVATION 8 ANCHOR LAYOUT S mINALB N: 0073040V R..E SMC 05/14/09 — PTC.ILC SURE. DAAww91E0 1535 EC C09 WER L S.O. 5040 C25 N.T.S. ELIX0001 WI Rayl l9e. 33935 11C 311. ANN. 1110.170E REV S.IEET� ACV p.IICANMON MAI 0Y 701 CawE[af a �•Iww'REYn 110. 25c» r� 371.I1a0.1» - 2 OF 4 _ S NN m N . . m m m -r OZ E -4 m ao f pp cr $, m m Cm p `o z x i < 8 m O 0 Q T E Z 7 y T m O m 0 Z um m ...._ ,. A L111 g i - : r., el i m r 3 a r r j ►q N Z m m0 >f M0 i > g m 2 m ' I- 8 r PP � m m 77 o 2 ; N s x 71 IT Ox • m D r N / I � � I \ V \ Zh�l l'zi - II m P f• m 0 r m m- 0 0 . 0 N P (/1 x N 111 g m D N N - n m' i x Oy O �2 y m Z i i -0 m T.-- � ~O p mm Z -• Z • n ._, Tr Z° 1= P i 1 ca Cy z � n N N(/) N j�N D co x . 0 i m o AA, oy � � '' �"3 �x m mino ,,3 mm0 � m 1 a~" .. .1 m�' AN ' '0 ►. ZiNp p 2 b g Nma �Q 0-4-' Goa > Z Z y Z '� m r f - ..1 N 2 x m c -i CO o $ Z 0 mT g x 0 PROJECT 7/309.0403 ELIXIR INDUSTRIES APPROVED BY: DATE ,:::14°' 1300 POPE DRIVE P.,a E. Wire S DOUGLAS, GEORGIA 31533 rI ' NON- IMPACT MODEL 402 -14 O/S VINYL. LAMINATED SR DOOR VERTICAL SECTIONS a GLAZING DETAIL no..m It o•••■ w: CAW AMIRAMMIlaiNiniff SMC 0546109 PTC. LLC 1f/il MANN b: 15% N. Cop.AN' S5• Stake C25 N.T.S. ELIX0001 ,, +K.p.. P4400! 32945 ITC OC _ fBVf 4w•s M ANVa.q, H; •••3•1 _ AA.. 321.000 ,7•• - 4Et1: 3 OF 4 OAR •V ..Y P! %N�IiP1 >Low INN • • . . § m( m § k; � / k ) ® � § I. § 7 § � � % � , ) m \A 9_ § 3 y G 90 �* m o z 2k _ § o T $ • -n 0 ` � z� c 2q m �G Z � § ` K � 9p 2 � § § ; 9 § # c 'g «■ �I 2 �O P (¢ �§� �� i n 2� jko �l� > m �� 2 ,, § 2 x z / � ° \� �� 92 -4( ( 0 )m 7 2 , q - I e « f . .m7 R m § z co co f / §U ^� .. # _ #� f E < § c0 0 §: ^ N = E/ \� . 7R \< cn _ )� @ E � \ -11'3 R 2 � ® ��__ ! k \ 5 cn § } (§ §m ` 2 � � -i ? - \ 2 k m I �* 2 � 0 � ` r. k o � g m ) / -i } )) ; . 9 S 2 ; o ; f ; f o 2 m § A. PROJECT _ !UXm__m_ APPROVED BY: DATE: 1300 POPE DRIVE E. ._ , 0 _ DOUGLAS, GEORGIA 31533 NON-IMPACT . v_LLA__DS DOOR SECTIONS �,� /� 'S . _ : S 3 � , , :' / _ _ . : r - , OF, _ — _ _ -- Dan AY ■ Florida Building Code Online j,�' I Page 1 of 1 . 1J J 5 r �: , . i :4 , '- a"i-" g t 'F " ,, � -wi t, ' Lr/ . t �4 I -• ,. it " " ��tt .,.w tt1VVV��lvvv / /// k ' Jr � }y � j 1 1 . - - roc* now ABOUROrA EmAPROGRAEE6 CONTACT • i � . c _ % BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets B Facts Publications FBC Staff BCIS Site Map Links Search +I ni b ( K; Product Approval USER: Public User i ' Community � i Affairs Product Aovrovai Menu > Product or Aoolication Search > Application List e m [Search Criteria Refine Search' !Code Version 2007 FL# ALL thousrmoscotasuNny Application Type ALL Product Manufacturer Kinro, In "'Category Windows Subcategory Single Hung t Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL a " atff - 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 I FLX Type Manufacturer Validated By Status FL993-R3 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -RZ Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL12053 New Kinro, Inc American Architectural Manufacturers Association Approved Category: Windows li Subcategory: Single Hung (847) 303 -5859 pr8 Adminletratiop Department of Community Affairs Florida sutkdiap Code OaMa. Cedar and Standards 2555 Samara Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AN rights reserved. Coovrioht and Disclaimer Product Approval Accepts: ICEZI ®® MrWN Florida Building Code Online Page 1 of 2 JCL ar ° s j_� �o i Y U. J. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts_ Publications FBC Stall BCIS Site Map Links Search c I� t { h Product Approval " USER: Public User Community `_ t Affairs =i. pr.cluctiajusLuttAtaw > Product or Aoolication Search > A. . '.n i t Appllc ion Dotal rCORBAUa1mrPt.ANMJilo FL * L2: - • -R2 Application Type •evision Housnc,a vuoput alATTV; Code Version 2007 Application Status Approved Comments •ciFFaCEor 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 101/1.5.2/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 Fiorida 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 L2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, TG, 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 II Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers I j Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: [ each [Next IKA Administratim Department of Conrwrrrnfty Affairs Florida 9cdtd/ao Cede Online Codes and Standards 2555 Shumard Oak Douievard Tallahassee, Florida 32399 -2200 (850)487-1824, Fax (850) 414 -8436 C 2000 -2005 The State of Florida. Alt rights reserved, rnnvrioht and Dfkdaim.r Product Approval Accepts: IN O CIT. f 11 E [41' =+ I I ! 1 I` OE l L E HOME .I IF'F'l 1 86 PilfGE:E 14194( Revised Jae. 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 not to fneglion properly. AD product liability and warranty could be void. These installation instructions are recommendations osly. Local building codes may impose additional requiremeat_s, and those codes may eopersedc these instrue ioas- 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 prepay 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 roues openine should be level. plumb mad square: Chock width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and leveL Bowed or warped sill framing members can result In a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Cheek 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: 11 is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Wladow Installation A. It is recommended to apply at 1/8" thick, suitable, good quality, non - hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1 /4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always, keep oper'atine sash closed and locked durine installation. 1 1 1 1 c00' =+ 1 4 : = I< I ! ) HUB 11 E HOME E.1_IF'F'L i E:r,3F _ PAGE : - . C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and /or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. h. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member (Note: When installing windows check the window sill for straightness. if the widow sill k 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 01 the sill.) Drive the fourth fastener al the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeal this step until all fasteners have been inserted from the center of the vertical frame jamb outward to bath 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 10 fastener placement of assorted window types. Note: All fasteners should be driven straight tats the window frame. See section 111 for fastener iaformatton. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. 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 seal 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 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. 1. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fins (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected frame sill on the outside. 2 G3 11 2ha_i 19:58 1 I 1 1 l9OE:l t E HOME =;1 IPPI 1 ,_.656677. _ -` PAGE: K. The use of any appurtenance system not approved for tae Pose window or any alterations of an approved appurtenance system negates the window ce of awn. lbe ope+etng itiontetions end certification Zabel are a permanent put of the Egress unit and must not be removed L. Them should not be any obstruction pl aced, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or to crotch on the minimum dimensions for horizontal, . vertical, and square feet of area required for exiting. Cashes: Flamunable fabrics could prevent access to the exit devices. M. An operational check of each installed L iess Wiaduw or Device shall be made at the installation site. For HUD manufactured homes h m repo dad that the Manufactured Home Factory mond and retain a permanent record of the serial number of the Egress unit in dir+act correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defeats and/or imminent satiety 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. ill. Eutaw A. Either screws, nails, or staples natty be used as fasteners for your installation. The fastener must penetrate the stud at least one (11 inch, allowing for exterior sheathing. The pro - punched mounting holes in our window flanges are to assist our culstomers who use altg pee head spew fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth shads: nails (min. 1 54" pease i,tiou) 2. 6D ring shams nails 3. 16 gauge adhesive ovated staples, 7116' crown. Note: Any fastener, either screw, nail, or staple that is lef =posed to the weather should be of s plated type amt will not corrode. C. ifl-ratfillajduladjeguillajnatZ on uneven corrupted siding, a Werner uranlel be placed in every role to eat re..a paper ■estker sat amend See perimeter of tae window. On smooth wood finish siding a fastener in every other hole for aluminum windows and every role for vinyl windows is seosmasatatded. When installing a window in this fashion, the installed window should be cheered to ensure that then We ao exawive dents cc rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using trails or staples, they do not have to be in the hole, just in the general location. D. L Wind SoeeA ze •••.!!0 ttsi f$ 1n r,QU.. >� one fastener should be placed in every mounting hole to meet structural strength. Except for the required number of fasteners, follow all instructions listed above. 4319 N 4441: t DCP. "'19O/�y * 4 41-, Rz et 3 __________ ,, ,0fo WINDOW INSTALLATION $ FASTENER PLACEMENT AivAi <-- 0 -;> c- 0 • > 1 lie (0 0 r I SE D S I DE oP SRA 1 M6 L1 ''l 0* V F I[fD 1111 , 0 0 © 0 0- - OPERATING HOR I ZONTAL SL I DE Sa$H WINDOWS © a` - 0 —> Cl— - - PERT ICAL SLIDE SINGLE HUNG Q 0 A PICTURE WINDOWS A . After iaitiol fostoaers •re pieced on run all other fasteners from 4 0 — 'E> 0 --- one of them to tke end of t9a member. DOUBLE END SLIDER It is recommended to *frays start COMBINATION et the opprolimete center of tic jamb. ,WINDOWS •I ROO FASTENED L..1 SEALANT /TAPE . aNDOS` t STFNEN SEALANT - - SWIM W � NfTAI 110111 ��`- z L.L. < I 1— L.. MANE JAS r 1AM[ .IAIe Z I— 1111 O X M 1 UL 1411 IM LA IOM 0 0 W = mimeo 31" IlIE11O1 ..411 STUD te) rillSH Imam i Li M _I -4. ►- 111' 111 W T »!CAL 110E JA* CROAT SECIIOl MICA SIDE ;I MU Cans stellek 51111 11111101 T11M 1111e 1/71110/ 7111 INTIALLED Ant. ca001 Page 4 of 4 IUIIALLES BEFORE WImaam Florida Building Code Online Page 1 of 2 C ai� r � in i % n unit #ffalra . - roCA HOME ABOUT DCA DCA PROGRAMS CONTACT DCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search �'' f i, Product Ap proval �[] USER: Publ User Community Affairs Product Approval Menu > Product or Aoolication Search > A..li - .n Li > ppIi ation Detail IMENNIMINNIMINIIMN ► COMMUN ry PLANNING FL # 153 -R3 Application Type Revision ► MOUSING cDMMUNtfl' Code Version DEVELOPMENT 2007 'EMERGENCY Application Status Appr. ed MANAGEMENT Comments ► OFFICE OF THE Archived SECRETARY .... Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Category Windows Subcategory Horizontal Slider 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 Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE - Validation Checklist - Hardcopy Received Certificate of Independence FL153 R3 COI 510863 (HS-6200 Eno Eval ReD).Ddf Referenced Standard and Year (of Standard) Standard Year AAMA /WDMA 101/IS2/A440 -05 2005 ASTM E1300 -04 2004 httn: / /www.floridahuildin /nr /nr ann dtl_ asnx? naram= wCjEVX(1wt17otH857 5/74/701 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/07/2009 Date Pending FBC Approval 01/13/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 153.1 6200 XX Horizontal Sliding 6200 XX Horizontal Sliding Window Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL153 R3 fI CWS -171A (HS- 6200).adf Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/ -35 Evaluation Reports Other: 6200 Horizontal Sliding Window HS -C35 72x72 FL153 R3 AE 510863 (HS -6200 Ena Eval Reo).Ddf Created by Independent Third Party: Yes l Back I I Next Department of Community Affairs FlorWa 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 !Accessibility Statement 1 plua -in Software 1 Customer Service Survee 1 Contact Us Product Approval Accepts: httn : / /www.floridahuilding.org /nr /nr an» dtl. asnx ?naram= w(WVXOwtTlntNRS77nvdWI 6 / ')40n1 n u2 25 Fc° r�1 m^2 v 0 .mmmQ" ;°��° 5=,› - -,,,,6,. -I II°�d 19°S M fp —10 . m . 0 1 • r te. ,� N msmS ,. X m : i g X atrai.+N:r II O _ 0 �, r • i 0 0 Z D • V) *: seimmi■INI■11r r CI m i ° 70 Iii —J I ^ Z O ay Z M ._ ,, __1 ._ 0 t= s 3111 -0 ill' a, o k . . . Z ° , ' ',. 0 t1,0 t, N fli p = 33 r , • m P .c Ow .1 f" D p. Ca D Poi �z �+ ; 1 °'9 tt n riyo m r g -I g { A 5 �ii' - m > r. A � fi e•• �•'• m O O k f o A • l 1, .. , , blz Pr • • ,'r \ y m�5 ; �� mm m b i �,� cr L .� (• .1..-f � �' � zv j mm ��ZS Z 0rn g! • I Ag :► � ;.. ‘.1.,,L, • • v g y fn m m Z 0 8 H s 2m g O� m m mm , c .a. a : -., .,.,0 N > ✓ ✓ ✓ ✓ ✓11 ? ?? y ::/: m vm � �1, ' � 'i _ . �i %y.+. t . 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F <� czi g ay a— A x � r a � o O�� p -1 O"x xl x y c r z p x 8 m ci co m m y-� r Z —I m c <m n z 8 ° Z 00 0 �(Z7 ZZ mm �ZZ ;D ; '� Z iz� m Q m ; y m 0 <� n z m I x p{ i ' m 1 8 Q om j l'-- - x •� i � ' I ,� 2S.D i i z c — '5 A!, _, m • m I <m <m �1 i z Z m ca N Z M Jog @ ZO z M - C rn � x iii iv 2 ; 0 r 1 I I i f t 4 i i 07 11 . iii .; ,... ., ;. t•.' E 1 t n ew / .i m min II 4,:.! ) . . {!, ` m IV z . ° , I � III 4� g r n ! ' ea: s 6 = ; f _, ,Sc m ,.... p m z Ot ymc h< -1 c a m v x v N m ♦ m q <mm Z . Oo z g O > � 5 oo F 8 y Z GO PP{ m i V Y fi.i ¢ba81D L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Report No.: 510863 Manufacturer: Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Product Line: 6200 Horizontal Slider — Non - Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal sliding window manufactured out of extruded Aluminum; frame is of coped and butted construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -171 Revision A, titled 6200 Aluminum Horizontal Slider — Non - Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3522 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440 -05 Design pressure: ±35.0psf Water resistance: 5.25psf 3. Anchor calculations, report number 510864, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±35.0psf • Maximum unit size: 72" x 72" • Maximum panel size: 35 3/4" x 69 5/8" • Maximum D.L.O.: 32" x 65" • Units must be glazed per ASTM E 1300. • Approved configurations: OX, XO • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document CWS -171 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). \5 1 1 11 I I O � // i • CEN ••i-q ��i • • *; X51 • TAT OF ; c o 1 of 1 / /W �/ ON AL , �� FL \ \\ NR.: Lomas, P.E. 01/07/2009 Florida Building Code Online Page 1 of 4 C Edify ffai > �4 GI! ,.• roCA HOME ADOUT 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 r Product Approval USER: Public User Community Affairs k Product Approval Menu > Product or Application Search > • •.li . i•n pylication Detail cbdt;flNITYPLANNI FL # FL1 6 Application Type yy D EmopmENT Code Version 2007 GENCr Application Status Approved Comments •IFFVEOF11 Archived ARY Product Manufacturer LD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld - wen.com Authorized Signature Janet Gerard fbc @jeld - wen.com Technical Representative Steve Saffell Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa @jeld- wen.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A htt / /www.flori dabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgttaGsIp3G 11 /11 /2010 Florida Building Code Online Page 2 of 4 . . Date Submitted 07/21/2008 Date Validated 07/23/2008 Date Pending FBC Approval 07/28/2008 Date Approved 09/15/2008 Summary of Products 'JFL # Model, Number or Name 1Description 11136.1 Steel, Steel Edge in Wood Frame 3'-0" x 6' -8 ", Opaque, Single Door, In -swing i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 08- 0208.06.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08- 0208.06.pdf Design Pressure: +80/ -80 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 02/11/2013 instructions as stated on NOA Installation Instructions FL11136 RO II 08-0208.06.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: !111136.2 ISteel, Steel Edge in Wood Frame 3' -0" x 6' -8 ", Opaque, Single Door, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 08-0208.07.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08- 0208.07.pdf Design Pressure: +80/ -80 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 02/11/2013 I instructions as stated on NOA Installation Instructions FL11136 RO II 08- 0208.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: li Evaluation Reports I. Created by Independent Third Party: i 11136.3 'Steel, Steel Edge in Wood Frame 5' -4" x 6' -8 ", Opaque, Single Door, With or Without Side -'. lites, In -swing Limits of Use Certification Agency Certificate • Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0709.03.pdf i Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S. TAS - I Impact Resistant: Yes 201,2.3.PDF Design Pressure: +60/ -60 Quality Assurance Contract Expiration Date I Other: Product must be installed per manufactures 08/08/2012 , instructions as stated on NOA. Side -lites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07- 0709.03.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: , Evaluation Reports 1 ! . Created by Independent Third Party: i 111136.4 'Steel, Steel Edge in Wood Frame 8' -4" x 6' -8 ", Opaque, Single or Double Door, With or Without Side - lites, Out -swing Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0618.10.pdf 1 Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S. TAS - ' i Impact Resistant: Yes 201,2,3.PDF Design Pressure: +60/ 60 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 07/03/2012 instructions as stated on NOA. Side -lites are not Impact Installation Instructions 'Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07- 0618.10.odf I Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.5 'Steel, Steel Edge in Wood Frame '12' -0" x 6' -8 ", Opaque, Single or Double Door, With or 'Without Side - lites, Out -swing Limits of Use Certification Agency Certificate ', Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0820.08.odf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S, TAS - Impact Resistant: Yes 201.2.3.PDF Design Pressure: +61/ -61 Quality Assurance Contract Expiration Date I Other: Product must be installed per manufactures 08/22/2012 i nstructions as stated on NOA. Side -lites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. I FL11136 RO II 07 -0820 08 pdf I Verified By: Miami -Dade BCCO - CER http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgttaGsIp3Gvui... 11/11/2010 ,Florida Building Code Online Page 3 of 4 Created by Independent Third Party: Evaluation Reports ' Created by Independent Third Party: 11136.6 Steel, Steel Edge in Wood Frame I3' -0" x 8' -0 ", Opaque, Single Door, In -swing Limits of Use Certification Agency Certificate ! Approved for use in HVHZ: Yes FL11136 RO C CAC 08- 0208.06.odf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08- 0208.06.pdf Design Pressure: +61/ -65 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 02/11/2013 instructions as stated on NOA. Installation Instructions FL11136 RO II 08- 0208.06.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.7 Steel, Steel Edge in Wood Frame 3' -0" x 8' -0 ", Opaque, Single Door, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 08- 0208.07.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08- 0208.07.odf Design Pressure: +61/ -65 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 02/11/2013 instructions as stated on NOA. Installation Instructions FL11136 RO II 08- 0208.07.pdf Verified By: Miami -Dade BCCO - CER II Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 111136.8 'Steel, Steel Edge in Wood Frame ;8' -4" x 8' -0 ", Opaque, Single or Double Door, With or Without Side - lites, In-swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ; FL11136 RO C CAC 07- 0618.08.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S. TAS- Impact Resistant: Yes 201.2,3.PDF Design Pressure: +47/ -47 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 07/03/2012 instructions as stated on NOA. Side -lites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07- 0618.08.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 111136.9 'Steel, Steel Edge in Wood Frame 8' -4" x 8' -0 ", Opaque, Single or Double Door, With or ! Without Side - lites, Out -swing 1j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0618.06.odf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S, TAS - Impact Resistant: Yes 201.2.3.PDF I Design Pressure: +47/ -47 Quality Assurance Contract Expiration Date I Other: Product must be installed per manufactures 07/03/2012 instructions as stated on NOA. Side -lites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07- 0618.06.odf Verified By: Miami -Dade BCCO - CER i Created by Independent Third Party: Evaluation Reports ■ Created by Independent Third Party: 111136.10 'Steel, Steel Edge in Wood Frame 5' -4" x 6' -8 ", Full Lite, Single Door, With or Without Side- Iites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0618.07.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S. TAS - Impact Resistant: No 202.PDF Design Pressure: +60/ -60 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 07/03/2012 i instructions as stated on NOA. Side -lites and Door are Installation Instructions not Impact Rated and Require Miami -Dade HVHZ FL11136 RO II 07- 0618.07.odf Approved Shutters. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.11 Steel, Steel Edge in Wood Frame 8'-4" x 6' -8 ", Full Lite, Single or Double Door, With or ' Without Side - lites, Out -swing http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgttaGsIp3Gvui... 11 /11 /2010 , Florida Building Code Online Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0618.09.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S, TAS- Impact Resistant No '202.PDF • Design Pressure: +42/ -42 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 07/03/2012 ' instructions as stated on NOA. Side -lites and Doors are Installation Instructions not Impact Rated and Require Miami -Dade HVHZ FL11136 RO II 07- 0618.09.pdf Approved Shutters. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.12 'Steel, Steel Edge in Wood Frame ',8' -4" x 8' -0 ", Full Lite, Single or Double Door, With or Without Side - lites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0509.06.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter 5, TAS- Impact Resistant: No 202.PDF Design Pressure: -1-55/-55 } Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 06/27/2012 instructions as stated on NOA. Side -lites and Doors are Installation Instructions not Impact Rated and Require Miami -Dade HVHZ FL11136 RO II 07- 0509.06.pdf Approved Shutters. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.13 'Steel, Steel Edge in Wood Frame 8' -4" x 8' -0 ", Full Lite, Single or Double Door, With or }Without Side - lites, Out -swing Limits of Use (Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO C CAC 07- 0709.05.pdf Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter 5, TAS- Impact Resistant: No 202.PDF Design Pressure: +55/ -55 'Quality Assurance Contract Expiration Date i Other: Product must be installed per manufactures � 07/18/2012 instructions as stated on NOA. Side -lites and Doors are ,Installation Instructions not Impact Rated and Require Miami -Dade HVHZ I FL11136 RO II 07- 0709.05.pdf I Approved Shutters. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: (Evaluation Reports Created by Independent Third Party: C__Back -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 I Cnovrioht Statement 1 Arressibility Statement 1 pluo -in Software I Customer Srntire Survey I Contact U5 Product Approval Accepts: SPCuritV 1Ric, co v..114" Credit aryl " " "' t SAFE http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgttaGsIp3Gvui... 11 /11 /2010 MIAMLDADE MIAMI -DADE COUNTY, FLORIDA COUNTY METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA} www.buildingcodeonline.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manncr, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "6' -8" & 8'-0 "" Single Inswing opaque Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970 -1 ", titled "6' -8" & 8'-0 Single Inswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Units are not rated where water infiltration is needed, unless complies with exception per FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1211.11 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by lshaq I. Chanda, P.E. NOA No 08 -0208.06 MANMADE COUNTY Expiration ry , APPROVED Date: February 11, 2013 Approval Date: March 20, 2008 \CO Page 1 �,� Jeld , Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970 -1 ", titled "6' -8" & 8' -0 Single Inswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS (Photo copies from files # 02- 1211.11), original test report conducted per SFBC, 201, 202 and 203 -94, now termed as FBC, TAS 201, 202 and 203 -94. 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per PA 202 -94 along with marked -up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No, CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02- 06 -08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Codc Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02- 1211.11) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84 -94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W, signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02- 1211.11, expiring February 11, 2008. 1 ,4101 l . l itAvtek. shag I Chanda, P.E. 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