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HomeMy WebLinkAbout10-11171 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11171 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:11171 Issued: 11/22/2010 Address: 3819 LACOSTE ST LT 141 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: 12,500.00 Total Fees: 150.00 Subdivision: MAJESTIC OAKS Amount Paid: 150.00 Date Paid: 11/22/2010 Parcel Number: 24- 26 -21- 0030 - 00000 -1210 Name: B & H CONSTRUCTION OF CENTRAL FL. Name: MAJESTIC OAKS LLC Addr: 4025 MORRIS BRIDGE RD Address: 3806 LACOSTE ST TAMPA FL 33543 ZEPHYRHILLS, FL. 33542 Phone: (813)782 -1064 Lic: Phone: Work Desc: SCRN ROOM & CARPORT ON EXISTING SLAB / 2' RIBBON SHED W /SLAB 48 X 14 :1 . 5i.s -/t2-/t2 C 6,.5 Bake p b L/ ° . . 4 n j /i-jr1-414--l .P/ .- -46) / - 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." / ._ � � / �i � CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO • 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 c Date Received I Phone Contact for Permitting .. 1 9 01 V ■ 7rr r ( P. rrr 1 rrrr Q 111 Owner's Name N He F1 -1115 1.1.4- Owner Phone Number Owner's Address 1497 / 6 &mV,LBriaK 831D Owner Phone Number Corjts 1 Pk '103:45"/ Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address L JOB ADDRESS I 38i' k arrA,l .Si% L -f -ii Fl LOT # 141 y SUBDIVISION I � .}5 .0./ 0 A PARCEL ID# alt - a4 -.)►1 -00A, - onoo- law Inns r5.4"1 FROM PROPERTY TAX NOTICE) - WORK PROPOSED NEW CONSTR _ ADD /ALT I1 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 1 I OTHER I TYPE OF CONSTRUCTION n BLOCK El FRAME 1 STEEL n I I sae +SC tb&, Yveth DESCRIPTION OF WORK �/ , ( / s8�er ,e c + ( � ca rpor n c�tS7lns eOn� . arid a' 2 t6b,on r h,e � 5 BUILDING SIZE I -7 0 r- 17 SO FOOTAGE I & 7,4 HEIGHT I ILDING $ Ia .52:0 CV VALUATION OF TOTAL CONSTRUCTION nELECTRICAL $ AMP SERVICE n PROGRESS ENERGY n W.R.E.C. PLUMBING ($ nMECHANICAL ($ VALUATION OF MECHANICAL INSTALLATION GAS n ROOFING n SPECIALTY 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES NO / 1 1 1 BUILDER { �L� �I _ _ 1 \ (1/��� �jl COMPANY I f r, ��Qr(,��Dh SIGNATURE REGISTERED Y / N FEE CURREN I Y / N I Address Pas prr s , d '. H/ 1� is se # • i 4✓ v a/ , fr�1� M +PANY CELEC RE • D ® FEE CURREN. I® Address License # / /� SIGNATURE � �/ 1 / ��� COMPANY URE O r_� ri� I I® FEE CURREN EMI Address 1 5 7 1 &41 &- - e %(l / License # 1 Crc / . 6 M:2- MECHANICAL COMPANY I SIGNATURE REGISTERED 1 Y/ N I FEE CURREN I Y/ N I Address 1 License # OTHER COMPANY I SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address 1 License # 1 111111111111111111 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, Storrnwater 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, Stonnwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. –1 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $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" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division— Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers- Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency - Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) // OWNER OR AGENT p �D1,4w CONTRACTOR,!/L4' x ', L / � b Subscribed and Ltt wgm� o Find) before me this Subscribed and sworn 64 r affirmed) efore me this (( or 11.11-10 by QrcC Rr + Who is/are personally krfdvn to me or has/have produced Who is/are personally kno�fi to me or has/have produced ' ��r/1 as identification. -- as identification. �� ,..t. f J , Notary Public / t� I v ' (-66:„.._e9 Notary Public Commission No. Commission No. _ Z1 Name . `T: ., ..- • • Name of Notary typ-'' ;' " 4o � 9 °( Notary Public State of Florida °moo` Bruce A Asbel Notary tNk S Flod " Bruce A Asbel e v " " Bru 7,.. . f r , My C os mission 00989010 r `9 t MY ComPumission tate DD989of 01ri0 a - 2314 "or M1o� Expires 06/22/2014 City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 6-6 Cz CT 1't S`J'u Date Received: // — / 2 -/O Site: 3 cas S % Permit Type: 4 4- 1(k_i'►1.i !1 Lt:M `7 X // Approved w /no comments: ❑ Approved w /the below comments: r Denied w /the below comments: ❑ S C (T f (; q ry 7 /� . Fee,' ) 1s • This comment sheet heet shhall be kept with the permit and/or plans. tcot NOV 1 1 20I0 Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 1111111 11111 11111 11111 11111 11111 11111 1111111111111 a 1111 1111 NOTICE OF COMMENCEMENT 2010165497 Rept:1336442 Rec: 10.00 Permit No. DS: 0.00 IT: 0.00 Tax Folio No.aY l ob3D -Dd0__ -Jc? jU 11/17/10 A. Glard, Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. MAje51-1 . DA S5 torn Mty- mtrti- PK c_PMe PO 35"" P615 1p ... u. +.o 131 IF 1.Description of property (legal description): IN ttie trR �� X17 LSa5 _ T 2ti l4� a) Street (job) Address: 3818 laeosf S 33•711 - -- — 2.General description of improvements: SG - ac� IQoom - �. - rt_ , , srved *- slat, sl, _ -- ects- r��C� o acid a_.�bbte� �snere ar rc) 3.Owner Information — — — - - -____ _ _ a) Name and address: N Ite kqq 1 f_e ��@k i SfC,_B210 @ ( b) Name and address of fee simple titleholder (if other than owner) �� c) Interest in property _ _ ____ • tractor lnfo nnat i on -- - — — a) Name and address +l� Nn�., r- �.n�.w, F�C.� ( tia , fl1e Opt.) b) Telephone No.: $ 'raa - 1p(,ij Fax N °• ( 1 (= _3_3_5_13 5.Surety Information (Opt.) a) Name and address: b) Amount of Bond: _ c) Telephone No.: — PAULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLER 6.Lender — 11/17/10 11:50ain 1 of 1 a) Name and address: OR BK 846 PG 571 — 7. Identity of person within the State of Florida designated by owner u Phone No. Y — a) Name and address: y Pon whom notices or other documents may be served: 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 Xb), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF -Pas as � +fir N., Notary State of Florida Not P U �/-�/ p0 i � tic tP Signature / of ner or Owner's Authorized Officer/Director/Partner /Manager Bruce A Pu ` p c v My Commission D0989010 (-1 r�r p, ' 1 .0,09 ' Expires 0 6 /22/2014 Print Name The foregoing instrument was acknowledged before me this I I day of MOU1: Y M13cir ,20 it) , by • tr� as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party 1 : .. half of whom instrument was executed). Personally Known VI; Produced Identification Notary Signature v Type of Identification Produced . r.:, Name (print) F (Z L' 7 ' / /31; r% Verification pursuant to Section 92.525, Honda Statutes. Under penalties of eru I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. P ry' FORMSIJO(`,,�.007 eV PP* `` // 2 p Notary public State of Florida „ x D ,Bruce A Asbel , / Signature atural Person Signing lin line 4 10.) Above C M C DD989010 91-oF mow Expires 06/22/2014 STATE OF FLGR,IDA, tIJNTY OF PASCO 'His IS T( CERTIE'' THAT THE FOREGOING IS A TRUE AND CORRECT'. COPY OF 11` DOCUMENT ON FILE OR OF PAJSLIC RECORD IN THIS OFFICE WITNESS MY HAND Ali v 10 SEAL THIS / 7 DAY } PAULA ('N IL cL &RK e CO -OLLER BY / %, ; r 'UTY 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 Moms Bridge Road C t 813 Zephyrhills, FL 33543 CONSTRUCTION - 782.1064 Phone J 813.715.6585 Fax 800- 224 -1206 Toll Free www.bhconstructioninc.com Web Site PAGE 1 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE REO SARAULT GREG 11/9/10 STREET CELL PHONE 3819 LACOSTE STREET LOT 141 813 - 714 - 2091 CITY, STATE, and ZIP CODE JOB LOCATION/DIRECTIONS ZEPHYRHILLS, FL. 33542 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ - YES ❑ NO 813 779 - 8943 RP TAG #: We hereby submit specifications and estimates or: * ** ESTIMATE FOR SHED, SCREEN ROOM, AND CARPORT * ** SHED: INSTALL 50' 6" OF 2 X 4 STUD WALLS - INCLUDES VINYL SIDING TO MATCH HOME - TWO DOORS WITH DEAD BOLTS AND ONE WINDOW - SCREEN ROOM: ADD 30' OF ALUMINUM SCREEN WALLS - INCLUDES ONE SCREEN DOOR AND THIS ROOM WILL BE WINDOW READY - CARPORT: WILL HAVE STRUCTUAL GRADE SUPPORT BEAMS AND POSTS - ROOF: SHED AND SCREEN ROOM WILL HAVE 3" METAL ON METAL ELITE PANELS WITH ONE INTERNAL FAN BEAM - CARPORT ROOF IS CONSTRUCTED WITH PANS - BOTH ROOFS INCLUDE GUTTER AND DOWN SPOUTS - CONCRETE: NEW CONCRETE WILL BE INSTALLED TO PROPER ELEVATION IN SHED AND SCREEN ROOM - INCLUDES CODE APPROVED FOOTERS FOR SHED - TERMITE TREATMENT, AND A TWO FT RIBBON OF CONCRETE FROM THE SCREEN ROAD TO ROAD - "Custom Home Additions At It's Best!" CITY OF / "NOTICE" / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE DRESS DATE PERMIT 3 ,�, 61 1 -1 -4( a - / - /d / /I 7/ THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. ..9 £��,�,�/� 0.1 1?' ( � - 1- ()L. /m ) tl fJot` i /4-Ye SL 1 ice / !a /e'cl-� / / c►vj? 44,4 af� 3> ).) PC , w evPr Cg It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve 780-0020 F IN • ION the installation. OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR 4025 Morris Bridge Road Zephyrhills, FL 33543 ip ' CONSTRUCTION 813 -782 -1064 Phone I e. of n Florida. Fax 800 - 224 -1206 Toll Free www.bhconstructioninc.com Web Site PAGE 2 OF 2 PROPOSAL SUBMITTED TO SALESMAN DATE REO SARAULT GREG 11/9/10 STREET CELL PHONE 3819 LACOSTE STREET LOT 141 81- 714 -2091 CITY, STATE, and ZIP CODE JOB LOCATION/DIRECTIONS ZEPHYRHILLS, FL. 33542 MAJESTIC OAKS PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 813 - 779 -8943 RP TAG #: We hereby submit specifications and estimates for: THE EXISTING VINYL SIDING SKIRTING ON CARPORT SIDE WILL BE REMOVED - CONCRETE POURED UNDER AND THEN INSTALLED - BUILDING PERMIT, ENGINEERED DRAWINGS, MATERIAL AND LABOR INCLUDED - We Propose hereby to fumish materials and labor - complete in accordance with above specifications, for the sum of: TWELVE THOUSAND FIVE HUNDRED DOLLARS dollars. $ 12500.00 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 will 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. Owner to carry fire, tomado, and other necessary insurance. Our workers are fully Note: This proposal may be 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: 11/09/10 B &H Construction Zephyrhill, Fl. Re: R.V. Mod. #: Address: 3819 Lacoste Lot #: 141 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 a 14'x16' Ground level Screen Room, a 12'x14' Shed and a 13'x20' Carport. The existing R.V. is blocked and tied down to local and state specifications. As always, should you have any questions, please feel free to call me at any time, Sin - ely, w - •nard G. ood 4034 The Fenway Mulberry, FL 33860 / 3% C >1 ( 8 /` _ r 'a A-' o I 9 C.: 5.5' A" 7 / fa .5r/e-cl VI illt‘ v .A167 _ a9 If I I I Fl v A , _............ A 5 RECD Rca,M , I CO:Add° 4514 dX /6 1.44) ' A,n 5 j vc rvi9A L 3g 3 Z5 1, k �J i 3 A? v es '...,. „pi A t ' ' . A t. ovtR , 7 1A . .� V / 1 ii /4,. /y /I 1? a? © /k /f -, � I VI W DATE_ff _ . :,/ -- 1 \ \ * ANS EX ,Mit4E _v_______. / 3y� > Lo T /Y/ ,... n t..... 381? 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The edge th;cr;ne� 1805.4Footings shall be designed an constructed Light-frame construction supporting of other than 1805.4F otings cted in (203 mm be less that 8 inches Thar Allowable bearing capacity of the soil is not exceeded, and ) where placed c coi �aUa! settlement is minimized. The minimum Exception: For plain concrete footings Width of footings shall be 12 inches (305 nun) tcd to be Group R -3 8s svpp r per occupancies. the ate thickness is permit- Does test 6 inches (152 mm),provided that the footing Footings in areas with beyond a distance greater that the expansive soils shall be designer Thickness of the footing cal either side of the supported In accordance with the provisions of Section 1805,8. Wall. 1805.4.2.4 Placement of concrete. Concrete fooungs 1 805.4./1.1 Design loads, F shall be Shad not be placed through wiles unless a ° des tnerr or oche, me mow �vor'abk effecter due to the combinations tg� for method approved by the build' , loads sp morn unf v Section 1605.3. s due The dead load shall of placed under o in water„ is co Where clads the weight shall in- shall bed presence of woo, the 8h foundations„ footings and overlying deposited by approved mane to turbulence lenc fill. Reduced live loads, as specified In Section 1607.9. the ter. segregation of the mix and negligible Arc permitted to be used in designing footings, the wear aufiuldna of 1 805 4 1.2 Vibratory loads. Where machinery boas or other vibrations are transmitted through opera- 1805.4.2.5 Protection of foundation, consideration shall be given in th he � be protected f� concrete. Concrete f ins design to n, con prevent �� disturbances of the soil. a period of not Icss than five thereafter. depositing t and s for days os t Wate to I 1 805.4 � Cie footings, Not be allowed to bow through the deposited �crttc 18 4,2 of The design, materials and con - lructj 2,1 cocotte footings shall comply with Sections permitted Forming g inst the r f through 1805.4 2.6 and the provisions o t � Permitted to be east against the earth footings are ter I .42.1 p ap ion of the building here, in the require ding o>�cial, soil conditioner do not forming What forming rtgttirc Exception: What a dance with g rte, h shall bc !n seder- Crete f specific design u not provided, can- der 6 of ACI 318. footings supporting walls of light-frame catsbuc. 1805.4.3 M Lion e f Pitted to be designed in accordance with Table 1805.4.2 and o Masonry-unit footings, Thc design materials construction of masonry-unit footings shall comply 1805.4 I with Sections 1805,4.3.1 and 1805.4.3.2, and the provisions Shall have a specified compressive in footings Of Comer 21. Seas than 2,500 pressive strength (f c) of not Al 28 der pounds Per square inch (psi)(17 231 kPa) Exception: Where a specific design is not provided, ma Ys. sonny -unit footings supporting walls of light -berme con- 1805.4_2.2 T lion arc permitt to b designed in accordance with Reserved. 803.42. 1805.4.3.1 Dimensions laid in , Masonry-unit f OOtinB shall be Type M or S mortar complying with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 ALI-S OF LIGHT-FRAME CONSTRUCT10N&b.c.d AMBER OF FLOORS WIDTH OF SUPPORTED BY THE FOOTINGS' F OOTINGS (inches) OF FOOTING (inches) _II _I _I _111111111......nummomm.1111111111111111. 6 3 6 For S I 1 inch = 25.4 nun, I foot a 304.8 rum. a Depth of footin b ga shall be in accordance with Section 18052. )mound under the floor is permitted to be excavated c �` wells ere Pen to be t o the elevation of the top of the footing the width shown in this table, and footings shall bc by isolated footings. The footing width and length d. For thickness of foundation wall s ee S �' not men than 6 Peet on center. email be twice s. cctian 1805.5. c S as p g a Q an to the stiPttlatcd number of floors, Footings supporting roof onh C Plain concrete footings for Group R - occupancies are permittrs to bc 6 inches thick L IVIIUa L)UIIUIIIg %-wuc •J111111c rage I vi 4. L'' +.� 4 � . . a2i. + t i - �9 : A '= 4' p ) i s �! - F -�,', 1 . - g t , 4 x' ') a# s '�, . � b , I r , . , ,, t d ' "° ft' _ w s .7mS{ c ,x � f s p. 1 :p; 3 ` y r, � 3 3 � t G y Il -- = �g �" �_: S 'rY� 3 ,`" �a:.A� , ,o li.'K 5 otaimi ...£B1*flOC.A 4iW44RWs CONTiu;TOCA i,'.} 1. _" s BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 2le F �'9,. } '1 " (J Product Approval r ` 2 ph , USER: Public User Y Community , ' ' . Affairs Frc duct Approval Meru > Prow t or ADDIIc t ofI Search > ApplicatignList > Applies!' • - • \ I a ;e r {"' ; 61-R1 Application Type �, - g YP Revision Code Version s.3�. ,. ..k.„i�i 2007 k ��:F. Application Status • • oved ,., , 1 a,.. Comments ;k :p+``'• ' Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock@aol.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, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of Independence.pdf 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 http://www.floridabuilding.org/pr/pr _ app _ dtl . aspx? param= wGEVXQwtDgsgflaX72BeuCe... 4/2/2009 rioiiva 13U1IUII1; LOLIC V111111C rage L Ul L 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 Description 7561.1 luminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, Panels 3 "/4 "/6 "x0.032x1Jb EPS Composite Panel, 3 "/4 "/6 "x0.024 "x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561_ R1 II Elite Installation dwq :R1_pdf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 I 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_pdf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. �- --- neck _ �Nert , PCA Administration frepartntent of Code Florida Co nee Codas and Standards 2555 Shuma d Oak Boulevard Tallahassee, Rohde 32399 -2100 (8501 487-1824, Fax (850) 4148436 © 2000 - 2005 The State of Florida. All rights reserved. Caovrioht and Disclaimer Product Approval Accepts: lA vdsgn �� 1[c � rue•• http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param =u,GE Qw 4/2/2009 0 2 -' z -J JD j IVAOtidcN 13f100Lid 3OIJh31y1S VORiOId - j IA No1s r flNu lv�wnpnwmy § Y lig Q -it. Z d A R Sl3NVd 311SOd1400 3LIOO mod Sd3 g g . l' ° e , LL r U WR o 017 o N 7 � fie . 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N { P� N 8 A JO J Ja X J CO E n° - V 24 d ftlr V F ?1 -1 r �F0.'O 5” -.N 5 ° M ¢ •C -J , a° J J B �030.+� J Q 6 J I e• ^/ 44 .o t.- eo T O Florida Building Code Online Page 1 of 2 com...weiii l ty Affairs; i, , _, - - -- rOCA HOIk£ ABOOT OCA j1 v /�, CONTACT OCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search i lk /�► it Product Approval {�0 7 USER: Public User Community Affair s Product Approval Menu > Product or Application Search > Aoolication List > cation Detail ► o0MM%mrT PLANNING FL # FL4718 -R1 Application Type Revision .141"1 nooataumpt Code Version DEVELOPMENT 2007 ►1ct42ttEacv Application Status Approved MANAGELUENT Comments i OFFICE OFTHE Archived s'. *: ,ARC Product Manufacturer Metals USA Building Products Address /Phone /Email 7815 American Way Groveland, FL 34736 (800) 342-9077 bkaufmann @metalsusa.com Authorized Signature bill kaufmann bkaufmann @metalsusa.com Technical Representative Bill Kaufmann Address /Phone /Email 7815 american Way Groveland, FL 34736 (800) 342 -9077 bkaufmann @metalsusa.com Quality Assurance Representative BILL KAUFMANN Address /Phone /Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352) 787-7766 Ext 227 bkaufmann @metalsusa.com 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 Lawrence Bennett developed the Evaluation Report Florida License PE -16644 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 02/25/2013 Validated By Thomas C. Williams, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL4718 R1 COI 2007 fl4718 indeD It.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By http: / /www, floridabuilding.org/pr /pr_ app_dtl. aspx ?param= wGEVXQwtDgsm5wQB SOB... 11 /10/2010 Florida Building Code Online Page 2 of g 2 Sections from the Code 1604.1 Product Approval Method Method 2 Option B Date Submitted 05/04/2009 Date Validated 09/09/2009 Date Pending FBC Approval 09/18/2009 Date Approved 10/13/2009 ------------------ Summary of Products FL # Model, Number or Name Description 4718.1 RHINO PAN 12" wide X 3" tall STEEL RISER PAN FOR OUTDOOR PATIO PRODUCTS, PATIO COVERS, WALKWAY COVERS, CARPORTS, SCREEN ROOM AND PATIO ENCLOSURE ROOF SYSTEMS Limits of Use Installation Instructions Approved for use in HVHZ: No FL4718 R1 II 2007 f14718 install.odf Approved for use outside HVHZ: Yes Verified By: LAWRENCE E BENNETT' 16644 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FOR OUTDOOR PATIO USE ONLY. SEE FL4718 R1 AE fl4719 eval2 Itr2009 (2).pdf INSTALLATION & ENGINEERING SHEETS FOR MAXIMUM Created by Independent Third Party: Yes SPANS AND DESIGN PRESSURES. Back 1 1 Next Department of Community Affairs Florida Budding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 Plua -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: 4111 IER securit !t1 tkll.s vadsi � Credit http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgsm5wQBSOB... 11/10/2010 a H cn x !L'. v m �o� AI r t►rrii E ; L. n . v 5 T/1 w Ey 0 F � r V] � W \ CJ•; ..1 tD a �lrl o � 3 a z A ` o w w n `'. _� j2 _ c `" , I � r 4, h O d W a 6 x / 6 4 y � w !- YF 7 t W r� d 3 CA W W o Z a1 ,/ y ''' � �\\ w t+ a o i i. ` i t \\ at �� �aa rrrrrrrtt �� WF q z W � . W W pC4 0 .' 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A Er O 0 el o N C a y' o . -0 g ,Z 7 m UrX > Q, 7 3wgM ��Im O or ; 9v O « . 0.'i 0 W pb do g pc — w.5 M ' � � W>bc 6~ N c7 co ok gel 6 � ' • u a. o [ � 7 c a 0 / N aa s O�O q0 en N • i'.1 " 4 p �o H dp . 3 a .0 0 4 .. X AE ca �! ' Q R u M LI �Wxex al A> ,� v ° 7 a O . W M a u ° • —I tV ' u py iV tC — a Florida Building Code Online Page 1 of 3 C fiffiiu iity Affairs �t( Ay 4 • -- - f OCA HOME ABOUT DCA OCA PROGRAMS CONTACT DCA BC1S Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search M o 0:".11 Product Approval - J USER: Public User Community Affairs Product ADDrov l Menu > Product Or Application Search > A• .li - i•n i - Applkatlon • a FL # 2 -R3 COMMUNITY PLANNING Application Type r Revision O L OPM E T tnauNtL`/ Code Version 2007 1EMF_tGENCr Application Status Appro -. MANAGEMENT Comments OFFICE OF THE Archived SECRETARY Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers @eli xi ri nd. com Authorized Signature Robert Powers bpowers@elixirind.com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 info @ptc- corp.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2009 http : / /www.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtDQv000GOvtVm... 5/1 1 /20 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 ' nLimits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +33.3/ -50 Installation Instructions Other: FL1722 R3 II DWG 402-14.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.odf Created by Independent Third Party: Yes 1722.2 1402 -20S Vinyl Steel Out - swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402-20S.odf 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.Ddf 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 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 6400 -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 lI 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.floridabuilding.org /pr /pr app dtl. aspx ?param= wGEVXOwtDQvOOnGOvtVm... 5/1 1 /2010 Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: No FL1722 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.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 1722.7 19000 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate I 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: F11722 R3 II 9000 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.8 19401-W9 Steel Clad In -swing Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: FL1722 R3 II 9400 series door.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.odf Created by Independent Third Party: Yes 1722.9 1STR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000-OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions Other: FL1722 R3 II DWG 7000.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes l- Back I 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 1 Coovriaht Statement 1 Acrpssibility Statement 1 Plua-in Software 1 Customer Service Survey I Contact U1 Product Approval Accepts: 0 ~Slew sece.ee •••■■• http: / /www. flori dabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvOOnGQvtV 5/11/2010 m C m i i; g y m y SH O IE Ai V" � ~ m o m w �Z ° m f�i ' � ? _ y r T g p 2 O y2 so y N ti w°% F I I I 1 fn a m o@ m t F � o g M O 1 4 6-2 � 1 y .pa p O T Z 3 "' O £ W ~ - 4 o . -1 m f7 I�1 y tf T pitH O NIo Z p A C Z ,f1 1n hr y > X_ O ) yq ; 7� 4 m y yy m m P 2 O b 81011 y - T (] m IR. m D iK �y . 1 1 1 ` -1-,16 f T ■ 1 ° i° LI 0 ; r I$ € Z 6 E m . . . 2 l 11 m i r. w ; . t i a r l ib W m24 '-41 1111 t411 0 X 'A g g Gp �- m22 m m /3 ' a o° 11 AiW iii go gml %2? Q y gi 8E1 b til 12E- 14 11 1 4 11tSie i o 4. IP Z O 4, g 'al 110 iiii tTtT 1 p ' ; 4 aw Al wm 4 A % g ga p g in §2X2 l i s its g- ry -1 T. y P q lag* I; tt7 mq 10; i els illg A rtl ell Tq A; LA li Z 21 y m M m At y gm °m= it b T A !g 5 x .- 0 _ w Z m N I F 11 9 1 gq N -4 a l b 2 y 1 l' 0 M. PROJECT I3094105 EUXIR INDUSTRIES APPROVED sv: DATE: • .P l E. %MA 1300 POPE DRIVE PRA E. w`r oy F . /�/ ODEDEL 402-14 GEORVIN NON-IMPACT VINYL NON-IMPACT MOL X02 -1t OfS VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES / : NpY� el auvw�f wn: vrc uc s mlc U6� 153E N. coP". Baal. &.1C7b arxc OfMVw U 1 avw00a Pm* 3206~ y � N.T.S. E UX00 01 Nw 11..10.171 �uv: a«Ftt- cavf rrafss +a.wsaf.f rq. ae►n fa Rf.N0.f11 1 OF 4 n!v MCB►BW DATE 0 m" • m 0 = yy - o O 2 $ o 41)4)4 r45 tii 0 0 1 4 m w �! y 4D '� 41) = g . = * 1...0 41) 14D ; _ 444 ©4© fix, )c x vs AO N0 •� � 0 O i A C7 m �' m < z "Ill i _ L f 1 x r o o ow x A 2, !NI O i xN z $ r - 1 m- rn 7 p ,-g m o s' PC L J O 174. ; N ; M h 9 com PA OkZ 0, 2 `� o, ; O,1 Si ' D; l7N v • Am . zm 1 H D O� N 06 o - > "2 y 0 Ny O z 2 y L co m ba so 0 PROJECT 031)90103 ELIXIR INDUSTRIES APPROVED IV; DATE: Paul E. WRIIr 1300 POPE DRIVE Paul E. W. _ 05/14/09 .E. NI. DOUGLAS, GEORGIA 31533 NON- IMPACT MODEL 402 -14 OIS VINYL LAMINATED STL DOOR �J /,, ELEVATION & ANCHOR LAYOUT S ,/�i NM= IN 'auww w: DAM 05/14/09 f— PTC. L EG IC �tE 9041.44 M .f ma !SJS a N. CIIS. A dIEEu51 C25 N.T.S. 111U X0001 RpfMRgE, FYI!aR 7 855 m.r lE1.f.11II REV 321.40.1744 • FIPE CMk.aNAteQF*, MD. ]SI]f F. YJ!.II0.�1M 2 OF 4 REV OEIC55 q R∎n sr r y co Nm m a D oz N . [? ppQ zL m -� zm pp� z O `� i z A 'z co O m p m Q S T $ r A z OQ m m %m Z7 Z � A 1 1 w m m 1 It � ` 4 i / I, sm (trail I 9 N gm y I„ Z mC 3ig z � m m z a I yF O �1 b K' m m °• m � I Q i -I mm -I Zm 4 ; 33 s _ E 8m 6 5 s _ ri co A 2 ' T1 T .� O 5 0 1m b F•41 I C) V 111 v \\ m _ _ N . n r m �k XI rtr�� O 2 0 0 co P S y m O D m z yq Q T 1 Q m D z m cm O T C 3x A m i c- Z m m_, c o g z� A � g iX c z i � >_ C g lI g �' � 2 � 6 r pi 2 n �a C Vi Z co t n N rn z cn 0 1y O pCp� Q �N D � > 0 M ill -1g r 8 m N �z „) O ��,�° z .c.2, y a y m � .-1 co m m D CD �f z r'� p� 0 - y Z = Q = Z 0 S ~ 4) m 11 —I s D PROJECT S]OOW03 EUXIR INDUSTRIES APPROVED BY DATE . .. 1300 POPE DRIVE Paul E. 1vi.r MOMS 40007- DOUGLAS. GEORGIA 31533 TTc NON - IMPACT MODEL 402 -14 O/S VINYL LAMINATED STL DOOR VERTICAL SECTIONS 8 GLAZING DETAIL 611136111E3 •41 011.6.15v 16 SMC 06/0699 PTC. tLC i xra 010001 1535 N N : Ca9ew 000 SW• C25 N. TS ELI LI %0001 Ra..l.nlae. 15055 37955 ney: 564161 renec.nm....1•,w�.e, y; z _ ..... ai'. w.1 3 OF 4 .ev uec..rnr. DATE n 4 Z 0 H co ?: p Z� D � Z m m O a 0 0 1 Ln z m z � -I m mm �_ � 5 y 0 �O Zv A* m ; m? Dy {O p ; O 0 C -1 Z y = r m Z g �� _Z 6 � 0 om m p s 1 11) � F� .�� y Z trl F-7 } :.,,,,....,.. 11 o� c r " j ,/ mm� m 1 . imp. 1 M CI CD CD -, r - z E r. �■i IN 2y m y m m -1 " 0Z ,�p i , *I _ o D Z; D 1 Z om xM X M • i CO E m m :� N N D3 mP x - O p Q I p x � O m y ; y c� k' .� V. k� r ni O y to Z 3 ei3 F � � z + H y } C11 A* • 0 se � p o 5 ;� _ z 5� o �� m Zx 31 ti m CA C1 �� mm �n � y � >0 mX z 3 1 m� Sm m ; O� cm � Of m 1 2 C zO " b 41 z z co 5 m0 8 �bz z '+ m C) y p v r� -, o - 5 �' ao 0 m5 Z. zm* i 79 1, x zx -+ i m 2 PROJECT inmate EUXIR INDUSTRIES APPROVED 6v: DATE: ■ pun E. WAN, - 1300 POPE DRIVE P.. E. WY+e1 05.05009 Fa . r DOUGLAS, GEORGIA 31533 1rti NON - IMPACT /J MODEL 402 -14 0/S VINYL LAMINATED STl DOOR HORIZONTAL SECTIONS RVN m ..., HORIZONTAL T MAIM 844 05 �TC. S,. I' Gk[ s. � : 1535 N. Copeww Svea1, Sidle C25 N.T.S. I EUX0001 32v55 Rocklv00. FROM v55 Rt. DA kkv: 4Fe[r Fk.E C.nwr a imaNeo:+,,n NO, ON.. re. 3 w �p . i� - 4 OF 4 Rkv 06CR+*gn WI •• Plorida Building Code Online Page 1 of 1 �t a 4 ri odtoa t�avaarrrorettfr bx } - '4, rocamoL¢ AtaouT DCA ocaroOGRUdB CONTACT BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets 8 Facts Publications FBC Staff BCIS Site Map Links Search Product Approval ( 0 USER: Public User 'rj, Community ;Z Affairs r - Product Aooroval Menu > Product or Application Search > Application List acoettlmim,PLAMilnlG [Search Criteria 2007 FL# Refine Search! Version ALL ' ;Application Type ALL Product Manufacturer :Category Kinro, inc Windows Subcategory Single Hung -# Application Status ALL Compliance Method ALL saFFItortaff Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or NameALL Product Description • _ ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL - - -- — -- - -- - - -- -- - - - - - Search Results - Applications — - FL* T vce _ Manufacturer Validated By S t s FL993 -R3 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL2864 -R2 Revision Kinro, Inc American Architectural Manufacturers Association Approved History Category: Windows Subcategory: Single Hung (847) 303 -5859 FL32053 New Kinro, Inc American Architectural Manufacturers Association A Category: Windows Approved Subcategory: Sande Hury (847) 303 -5859 DrAkirakiguitig FAirkla Solidly* Co Osukte Affairs Codes Bad SPINIIIIIIIS 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2200 e 2000 -2005 The State (850)487-1824, e of Florida. All rights reserved. C and Disclaimer Product Approval Accepts: MENECEI Florida Building Code Online Page 1 of 2 ,.- L n � Y i✓ �Yy� A 4 , FL.ORI c, <L `' ... T .�. ' f EY ' -�< �`n. t "'t � �.. ',,;tit � f ,, .., -• � ._ ocA remaF ABOOUTDCA GfAPRoo comet= ' i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search k ,; r °` Product Approval Cy ...r. USER. Pub User r lic r Community I Affairs i.i ar Product ADDroval Menu > Product Or Application Search > Aoolication List > Application Detail • COMbtunitlYFRO kM FL # FL2864-R2 Application Type Revision COYAULFISTY Code Version 2007 ELY Application Status Approved MANAGE Comments I.° ice OFT)* 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 ddeweyOkinro. net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Fiorida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 Summary of Products FL * Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.odf 1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 1 Impact Resistant: No 06/17/2012 :1 r 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 Created by Independent Third Party: F Bach [ Next — 1 Dr'A Admin tratino Department of Communhy Affairs Florida Budding Code Online Codes and Staadards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 424 -8436 ® 2000 -2005 The State of Florida. All rights reserved. Cnnynoht and Disclaimer Product Approval Accepts: EN El O ED 1 11 Eel i' ] q : 5.r F: ! 1 MOBILE HOI1E St IPF'L i' c6 =f r - F'F =1iaE Revised Ana. 20,2996 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow thew iastraetioas may cawre the window not to Enaction properly. All product liability and warranty could be void. These iastaltation instructions are rec mmeadation, only. Local boilding codes may impose additional requirements, and those codes may oupersede these instructions. 1. Routh Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sine of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre - finished paneling, shims, liners, etc., where used, B. Window roses osenise should be level. *lamb and square: Check width, height, and diagonal measurements for squareness. Thcrc should be no more than 1/8" variation between these measurements. Avoid the Me of warped., twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and IeveL Bowed or warped sill framing members can result In a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening Check the opening for 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 Safely 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 or 54 inches from the finished floor. E. Flashing: 11 is not the responsibility of the window m 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 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 operating sash closed and locked during installation. 1 • 03 11 P009 ] y ; E;_; l' I I 1 Hf OE:1 L E HOME SLPPLI PAGE:1 C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb_ Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When Installing windows check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener Into the center of the sill Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section 111 for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. G. If the exposed surfaces of the rough inside opening arc 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. 1)o not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. iL Windows should be checked alter installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping Blips must be removed prior to operation ofthe window. l• The window's exterior mounting flanges should be checked after the installation to assume 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 0 ; 1 1 cNth' 19: =; f. I1 1 f'10E:11 E HOME ' =;1 IPF'1 PAGE:c r-- K. The use of any apace system not approved for the Egress window or any alterations of en approved speurtentmce system the window certification. The Operating to cubs and certification label are a permanent part of the Egress wait and must not be removed L. There should not be any obstruction placed, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square feet of area required for exiting. Caution: Flammable fabrics could prevent acres to the exit devices. M. An operational check Meech installed Even Window or Devito shall be made at the installation site. For HUD manufactured homes it is recommended that tlx Manufactured Home Factory record and retain a perniaeent record of the serial number of the Epees unit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, fepU and notification for non- compliance defects *ndtor imminent safety hazards. N. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and Iamb may occur. Warranty is void. W. A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener trust penetrate the stud at least one (11 inch, allowing for exterior sheathing. The pre-pmehed mounting holes in our window flanges are so assist our customers who use Acs pan head screw fasteners. Other equivalent fasteners would be as follows: 1. 6D smooth shank nails (min. I 'f," penebetion) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7116' crown. Note Any fastener, either screw, pail, or staple that Is led exposed to the weather should b type that will not corrode. be of a plated C. la wad Shred Zorn Se sank ant key 11M- t lon on uneven Reid siding. fanner er should .be plated is emery hele to eaanre.,a pr Weather seal around the perimeter of the widow. On smooth wood finish siding a fastener in every other bole for aluminum windows and every hok for v yi windows la reeemaseaded. When installing a window in this fashion, the instarrlkd window should be checked to ensure that there we no excessive 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 naih or staples, they do not have to be in the hole, just in the g+enen d locimdon. D. L WLd &u� ? nasal 1N saarh aa a'tr.t mum Wit es-- tin• placed in every hole to meets structural �"�• one fastener should be follow all irons listed above. nl OCPt for the aracgirirod number of fasteners, 7'A 4-,t cr,;,. I r . 4 -< ;` Q U I 1.21 4 1 EXP, 10 Vol 411 r F aF CA1.1V 3 r , , y ro WINDOW INSTALLATION 8 FASTENER PLACEMENT AiLvet , FIEED SIDE OP SRATING a 1 ID F RED L I T E 0 V 0 V a 0 0 0 i OPERATING HOR I HORIZONTAL SLIDE SASH w I N POWS ` j 5 6 r .0_______ (10 __I>. VERTICAL SLIDE a a 0 SINGLE HUNG a a PICTURE WINDOWS Affor imitil fosteaers ore 'toted run all other fasfesers from - --p 3 — one of them to the •ad of this member. DOUBLE END SLIDER It is reco515eadod to allays start COMBINATION at the a"ros imote center of the jamb, WINDOWS �INDp� FASTENER VINORI FASTENER W SEALANT /TAPE F SEALANT/TAPE SWIM C7 W NfTAI i1RIM `�`_ „"-'�. Z CD d Z 'Q L. INANE mid iRANE JAM 1 " '- Ta1N 0 IWTEIIsTEaIOn 41 W ---I •••• •.- l it U LA- I /1- l.LJ TYPICAL 1115 JAIN moss &t[11on TYPICAL SIDE JAIe Clots SUUTIOI 1150 1515510/ TeIN t1TM I1TF510R Tim Ia1TALLEO ArTIR views IRslOLLED WORE 'Moe Page 4 of 4 I