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HomeMy WebLinkAbout09-8835 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8835 BUILDING PERMIT iii Permit Number: 8835 Address: 37041 NEUKOM AVE LOT 350 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3500 Improv. Cost: 6,529.18 Date Issued: 2/19/2009 Name: OMULAIN, JEAN & YVETTE Total Fees: 97.50 Address: 37041 NEUKOM AVE LOT 350 Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 2/19/2009 Phone: Work Desc: CARPORT EXTENSION 266 SQ FT B&H CONSTRUCTION OF CENTRAL FL BUILDING FEE 97.50 ,v9 a _ ... E FOOTER 2ND ROUGH PLUMB I MISC INSULATION CEILING 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. REINSPEC I ION 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 cording your notice of commencement." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 6xs���O5'W "-1 9 ' Date Received: 2- 1 ' O Site: 3 '70 <11 1 Permit Type: S T Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ 1 tiv;I( 'wed Sep l"O Pr r�a� e� This comme sheet s be kept with the permit and/or plans. Kalvm Switzer— 1 xaminer Date Contractor and/or Homeowner (Required when comments are present) 111111111111111111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT 2009022177 Rcpt:1227313 Rec: 10.00 Permit No. DS: 0.00 I T: 0.00 Tax Folio No. 02/17/09 Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. I.Description of property(legal description) ZaF u,. a)Street(job)Address: z r oK 73 13S c I 2.General description of improvements: ,a 3.Owner Information a)Name and address: Tcan ou lcL"v\ 37041 N Kuw, f}2,- Z�•d6 , l US FI b)Name and address of fee supple titleholder(tf other than owner) c)Interest in property Ron tractor Information a)Name and address-.-&1t al b)Telephone No.: WO 0&41 Fax No.(Opt.) IB -(oS8 5.Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: Fax PAULA S. 0'NEIL, PRSC0 CLERK & COMPTROLLER I 02/O17/09 1 7� 1 o 1 6.Lender - No.(Opt.) 8 PG 22 _'T8 a)Name and address: i f 1^� Phone No. 7.Identity of person within the Statg o Florida designated b a)Name and address: 1 by owner upon whom notices or other documents may be served: b)Telephone No.: Fax No.(Opt.) B.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: a)Name and address: b)Telephone No.: Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COtJIVTYOFldi. 0. Signature o Crooner or Owner's Authorized Officer/Director/Pa tner/Manager Print Name The foregoing instrument was acknowledged before me this JIT day of Ee.i 20 by as (type of authority,e.g.officer,trustee, attorney in fact)for (name of party on behalf of whom instrument was executed). Personally Known ✓ OR Produced Identification Notary Signature / 4t4x±' /L L2Q Type of Identification Produced Name(print) 13 J t_'C-E /1 _ /J_ Verification pursuant to Section 92.525,Florida Statutes.Under penalties of the facts stated in it are true to the best of my knowledge and belief, per om''I declare that I have read the foregoing and that FORMS/NOC,rvsd2p07 -'warm- +ww.,+a'wa..ad.v......ut 0o r of Notary Public State of Florida Si lure of Natural Person Signing(in line#10.)Above ? Bruce A.ASbal My si^r.?X)0667114 of rv°o- Expires 06/22/2010 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AN CIAL SEALTHI!j `DAYOF 7 PAU S.O'NEIL,CLERK COMP ER p CLERK Tr - -- ççyy T. -\ -s • Zephyrhills° FL 335 3 CONSTRUCTION Phone 4813) 782-1064 Of Central Florida.ink : Fax ($13) fi l`5-6585 Toll'Free: 8Q0) 224-1206 PROPOSAL SUBMITTED TO PHONE DAT i ip 1Et yy) �. STREET SALESMAN r ;; CITY,STATE and ZIP CODE JOBLOCAT N r l 1 ;_,� /...r' L i.s''. krk'�."y i' s / DATE OF PLANS JOB f'HON >< We hereby submit specifications and estimates for: r , f - F yyy t ' 'k { f i We Propose hereby to furnish materials and labor tcomplete in:accordance-with above` Iltie n Jo he`Urn 4Pay rent to be,made as follows: bll'ars`_,�$ , . AIlAnaierial is guaranteed to be as specified All work to be completed in a workmahlike Aut onzed manner according to standard practices. Any alteration or deviation -from_ above ° o specifications involving extra costs will be executed uponwritten orders;and willbecomean Signature extra charge over an above the estimate.,Alt agreements coritingent upon strikes,accidents or delays"beyond our control.Owner to carry fire;tornado and other necessary'insurance. Note This Pro sal niay be QurworkersarefullycoveredbyWorkman'sCompensationlnsurance: withdrawn bore T.h0 CB sal nialthln days: Acceptance of Proposal-The above prices,specifications and conditions are satisfactory are hereby accepted.You are authorized.to do the Signature. work as specified.Payment will be made as outlined above. ' , L.. Date of Acceptance: Signature• "Custom,Home Additions At its Best!-" 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department P1 Date Received l f Phone Contact for Permitting !F Owner's Name Owner Phone Number Owner's Address 37O9t M4 . LL Owner Phone Number Fee Simple Titleholder Name Owner Phone Number 1 Fee Simple Titleholder Address JOB ADDRESS 3 ≥041 LOT# LSD SUBDIVISION er.or PARCEL ID# 3 4-, 31- t S W 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ifi ADD/ALT SIGN Q MOVE DEMOLISH INSTALL r7C � REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK = FRAME STEEL = OTHER DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE cG HEIGHT = BUILDING $ �9• VALUATION OF TOTAL CONSTRUCTION = ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W .E.C. = PLUMBING $ = MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION O C iV = GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES =NO BUILDER COMPANY �� SIGNATURE REGISTERED N FEE CURRENT Y Address /S // D ^�g Z� License# v ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT L Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address License# PIIPA RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&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 If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) 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 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 IMPACTIUTILITIES 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'SIOWNER'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 government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed d sworn to(or rmed)before me this �Subscnbeoa sworn or affirmed)before me this fl b Who is/are ovally w me or has/heve produced Who is/a personally kno n me or has/have produced /ads identification. ��J") as identification. __ �7•••moo Via-( Notary Public / r Notary Public Commission No. Commission No — --- Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped m rk, Notary Public Stao e of Ft . -m P`L Awry a Public Si or . Bruce A Asbel `, 9r' A Asbel My I mission DD5 ' ; DD5 LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-5517 Date: 02/06/09 B & H Construction Zephyrhills, FL Re: 2008 Jacobsen Mod. #: CL 3 4524 Address: 37041 Neukom Ave Lot #: 350 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 9.5x28' Carport Extention. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 54". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 ALL WORK SHALL COMPLY WITH ALL REVIEW DATE PREVAILING CODES,FLORIDA BUILDING CITY OF ZEPHYRH ILLS CODE,NATIONAL ELECTRIC CODE AND PN : rXAMINEF CITY OF ZEP .'LLS ORDINANCES L ' lITT , jr j< fo' :.�00 r4. jACr�l jEiv r � ,ti1c�� 3 .rrsriwy p dia i � QAiSE�Y� J b `a �c _ _ _ ids /) #t'F '<r y/ C'j' i M I W�s. 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The edge thicJnness Of plain conches footings sarppng walls of other than 1805.4Footi Light-frame construction shall Dot be less that 8 inches rtgs shall be designed an constructed in Allowable bearing capacity of the soil is not exceeded, and (203 men)where placed on soil. That differential settlement is minimized. The minimum Exception: For plain concrete footings supporting Width of footings shall be 12 inches (305 mm) Group R-3 oocutrancies, the edYe thickness is permit- ted to be 6 inches(152 mm),provided that the footing Does not extend beyond a disc ncc greater that the Footings in arras wiUt Thickn55,,of the footing cz�either side of the supported expansive soils shall be designed Wail. In accordarlcc with the provisions of Section 1805.8. 1805.4.24 Placement of amerces. CoDaete footings 1805.4./].l Desi loads F Shall not be ply through wai r unless a tannic or other !�° outings shall�c designed for method approved b the build' the most unfavorable effects due to the combinations of y tag wfficial is used, Where loads specified in Section 1605.3, Thc dead load shall in- placed under or in the presence of water„the coorretC clued the weight of foundations„footin and overlying shall be deposited by approved means to ensure mini. fill. Reduced live toads,as specified In�S 1607.9. D' segregation of the mix and negligible turbulence of Are permitted to be used in designing f the water. outings. 1805.4.11 Vibratory loads. Where mach d the inrygh pethn 1805.4.2.5 Protection of concrete. Concrete footings lions or other vibrations are e foundation, consideration shall be given in the footing shall be protected from freezing during depositing and for design to prevent detrimental disttuiaDccs of the soil. a period of not less than five days thereafter. Water shall Not be allowed to flow through the deposited coocretc. 1805.42 Concre footings,The design,materials and coo- stru�ion of concrete footin shall otm 1805.4.2.6 Forming of concrete, Concrete footings are 1805.42.1 2 Plv with Sections permitted to be east against the earth what, in the opin- through 1805.42..6 and the provisions of Chap- ion of the building official,soil condition,do not require to 1803.4 2. forming. Where forming Is required, it shall be in actor. Exccp at: Wh a specific design is not provided,con- `fie with er 6 of AC1318. Crete footings supporting walls of light-frame coostruc- tion arc permitted to be designed in accordance with 1805.4.3 Masonry-unit footings,The design materials Table 1805.4.2 and construction of masonry-unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2,and the provisions 1805.4,2,1 Of Chapter 21. Shall have a� Concrete in footings ma- Less than 2,500 impressive strengtb)( c)of not Exception:Wham a Ll der pounds per square inch(psi)(J 237 kPa) sorry-unit footings specific design is not provided ys Stluctiun arc supporting walls of light-frame con_ Permitted to b designed in accordance with 1805.4.22 Reserved. Table 1805.42. 1805.43.1 Dimensions,Masisiy-unit footing shall be laid in Type M or S mortar complying with Section TABLE 1805.4,2 STINGS SUPPORTING WALLS OF LIGHT-FRAM E CONSTRUCTIONa.b.c.d NUMBER OF FLOORS WIDTI.1 OF TFDCKNESS OF FOOTINGS SUPPORTED BY THE FOOTINGS' FOOTING (inches) (inches) I 12 6 2 IS 6. 3 18 8 For S 1: l inch=25.4 mm, 1 foot a 304.8 mm. a Depth of footings shall be in accordance with Section 18052, b. The ground tender the floor is permitted to be excavated to the elevation of the topC. hellion erg walls an meted to be supported by T% of the footing e footing the width shown in this table,and footings shall be spaced not more es than ee on center. width and length chap be twice d. For thickness of foundation walls,see Section 1805.5. c. Footings an permitted to support a roof in addition to the stipulated number of t3oors, Footings supporting roof only Shall be as required for supporting one floor. f Plain concrete footings for Group R-3 occupancies are permittcd to be 6 inches thick. Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats & Facts Publicati Product Approval USER: Public User Product Approval Menu > Product_or Ap Ip ication_Search. > Application_ist > Application Detail FL # FL1779-R1 Application Type Revision Code Version 2004 r i . Application Status Approved Comments Archived rs a PrKpl ., Product Manufacturer Metals USA Building Produc Address/Phone/Email 7815 American Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.corr Authorized Signature bill kaufmann bkaufmann@metalsusa.con' Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.con Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Other Other Subcategory patio-crprt-screenrm Compliance Method Evaluation Report from a Fl, Florida Professional Engine€ httn://www.floridabuildiniz.ore/Dr/Dr ann dtl.aSDX?Daram=WGEVXOwtDa s%2bbt23mL8H... 2/2/2009 Florida Building Code Online Page 3 of 3 Impact Resistant: Evaluation Repo Design Pressure: +1- PTID 1779 R1 T Other: Outdoor patio products. See engineering sheets PTID 1.779R1 T for spans. PTID 1779_R1_T PTID 1779 Rl T PTID_1.7.79_R1.T Created by Indep 1779.2 3" x 12" riser pan x .024" aluminum panels i and .030" applications of en( systems,carports, canopies, walkwal Limits of Use (See Other) Installation Inst Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Indep Impact Resistant: Evaluation Repo Design Pressure: +/- Created by Indep Other: Outdoor patio products. See engineering sheets for span limitations. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Coovrioht Product Approval Accepts: vf�iEipe SaErr+l� httD://www.floridahuildin2.org/nr/nr ann dtl_asnx?naram=wCTFVXOwtllas%2hht2ImT.RTT ?./7./2.(119 LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. BOX 214368 SOUTH DAYTONA, FLORIDA 32121 PHONE # (386) 767-4774 Fax #: (386)-767-2623 E-mail lebpe@bellsouth.net September 20, 2005 Re: Roll Formed Pan Evaluation for Metals USA Building Products Southeast, Inc. 7815 American way Groveland, Fl 34736 Submitted for Statewide Product Approval # FL-1779 Roof Panel Calculation Method Statement The method used to determine a panel's the properties is ASTM E-1592 Protocol. The load test for three panels that have a break point load within 15% of each other are averaged. The loads selected are at L/180 and the results of the longest panels tested. A simple beam formula is used to calculate the panels effective IxE values. The test used for analysis were test that I supervised and directed and performed on pans manufactured by Metals USA Building Products Southeast, Inc.. I verified the pan material hardness (alloy) and thickness of each panel prior to each test. The series of test on various pan thickness and shapes was performed to determine effective values of lx. The test demonstrated that the panels deflected below 1/60 without failure. The calculated Ix values were compared to theoretical values calculated by AUTOCAD. Since the values of Sx are dual in nature because of the U shape of the panels Ix is used for the table calculations. For those panels not tested, a multiplier for theoretical to effective value was determined using the test pan data of a similar size and shape. The summary of the test analysis and calculated values is attached. Values of IxE are used in the span table formulas to produce allowable spans at different beam support conditions. Formulas are as follows: 1. One and two span: Deflection = 0.0130x(W/12)xL^4/Exl. 2. Three span: Deflection = 0.0069x(W/12)xL^4/EI. 3. Four span: Deflection = 0.0065x(W/12)xL^4/EI. The deflection limit was set at 1/85 for all panels. 1 of 2 As defined by the Florida Building Code, roof panels are Components and Cladding as well as roof support members. Thus the design loads selected are those of Components and Cladding. An evaluation program is added to check the panel effective wind area (A = L^2/3) produced by each load and if the effective wind area of the panel exceeds that of the design load the panel can be checked for a higher effective wind are and its load until the produced effective wind area is most closely matched. The span tables from the lotus spread sheets with the design loads are attached. The "in-house" test results, design methodology, and supporting data were used for this project and are retained in my office. All work for Metals USA Building Products Southeast, Inc. has been designed to be in compliance with the 2004 Florida Building Code. Sincerely, �lk ©. 4 * _ STATE OF Lawrence E. Bennett, P.E. F1 #16644 File: MTLS-p-apprvl.doc 2 of 2 DESCRIPTION WALL HARDNESS in^4 CALCULATED TESTED/EFF. PERCENT 2 or 5 RIB--- ----------- ---- - ---- -- ---- -- ---- ---- -- -- -- - ------ --- ------------ --- - - 1-1/4"x 0.026 * 0.0225" 3105 H-14 0.053 0.535x 10 '6 0.439x 10"6 82.0% 1-1/4"x 0.031" 0.0275" 3105 H-14 0.0643 0649x10"6 0584x10"6 90.0% 1-1/4"x 0.032 * 0.0285" 3105 H-14 0.066 0.667x 10^6 0.600x 10^6 90.0% 1-1/4"x 0.050"* 0.0455" 3105 H-14 0.105 1.061x 10"6 0.955x 10 '6 90.0% 2 or 5 RIB--------- ----------------- ----- - --------------- --- ------------------------------ ------- ------ - ---------1-1/2"x 0.026" 0.0225" 3105 H-14 0.088 0889x10"6 0.800x 10^6 90.0% 1-1/2"x 0.032" 0.0285" 3105 H-14 0.110 l l l lx 10^6 0.999x 10^6 90.0% 1-1/2"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10 '6 1.598x 10 6 90.0% CLEATED------------------------------------------------------------------------------------------------------ ----- --------- 1-3/4"x 0.026" 0.0225" 3105 H-14 0.088 0889x10"6 0836x10"6 90.0% 1-3/4"x 0.032" 0.0285" 3105 H-14 0.110 1.1 l lx 10^6 1044x10"6 90.0% 1-3/4"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10"6 1.671x 10 '6 90.0% 2 or 5 RIB-------------------------------------------------------------------------------------------------- ----------3"x 0.026" 0.0225" 3105 H-14 0.537 5424x10"6 4393x10"6 90.0% 3"x 0.031"* 0.0275" 3105 H-14 0.657 6636x10"6 5849x10 '6 88.0% 3"x 0.032" 0.0285" 3105 H-14 0.676 6.828x 10^6 6.145x 10"6 90.0% 3"x 0.05011* 0.0455" 3105 H-14 1.080 10.800x 10"6 9.720x 10"6 90.0% 2 or 5 RIB-------------------------------------------------------------------------------------- ---------------------------- --- 3"x 0.026"* 0.0225" 3105 H-28 0.537 5424x10"6 5017x10"6 92.5% 3"x 0.032"* 0.0285" 3105 H-28 0.676 6.828x 10"6 6.316x 10"6 92.5% 3"x 0.050" 0.0455" 3105 H-28 1.080 10.908x 10"6 10.157x 10"6 92.5% * DENOTES ITEMS TESTED * 3105 H-14 OR H-25 ALUMINUM. THICKNESSES LISTED ARE NOMINAL. STANDARD TOLERANCES & PAINT WERE SUBTRACTED TO DETERMINE PROPERTIES. l of 1 =(AETAE.S U S A BUILDING PRODUCTS ALUMINUMRISER PAN ROOF INSTALLATION INSTRUCTIONS • INSTALLING EXTRUDED HEADER TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: #10 X 3/4" SMS OR WOOD SCREW SPACED @ 12" O.C.. 3. FLASHING IS OPTIONAL ON ALL APPLICATIONS Shingles OVERHANG TYPE ROOF Flashing Header House Fascia-�� Roof F • INSTALLING EXTRUDED HEADER TO WALL OF HOST STRUCTURE 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER 2. FOR MASONRY USE MINIMUM 1/a" X 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. 3. FOR WOOD USE#10 X 1-1/2"SMS OR WOOD SCREWS @ 24" O.C.. • INSTALLING ROLLFORMED OR BREAK FORMED HEADER TO WALL OF HOST STRUCTURE OR TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: # 10 X 1" SMS OR WOOD SCREWS @ 6" O.C. STAGGEREDTOP BOTTOM. FOR MASONRY USE MINIMUM 1/a" X 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C.. �sinngg OVERHANG TYPE ROOF fWhing p�,y� Flasfiing N.ae.r \Xcb%n1M .�}�St:;• _`'\V' Firma lad •av c'N l.jOe 1 (Flashing Optional on all _ -- Screws applications) • RISER PAN ROOF ATTACHMENT 1. ROOF RISER PANS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHER UPWARD THROUGH THE BOTTOM OF HEADER. ALL SCREWS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. 2. FLASHING IS OPTIONAL ON ALL APPLICATIONS. 3. ALTERNATE: THE PANS MAY BE ANCHORED THROUGH BOXED END WITH (3) EACH #8X1" . 4. PAN RISERS SHALL RECEIVE (1) EACH #8 X 1/2" SCREW EACH THROUGH THE TOP SIDE OF HEADER DOWN INTO THE RISER. 5. #8 X 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR *8 X 1/2" S.M.S.. 6. ROOF RISER PANS SHALL BE ATTACHED TO THE SUPPORTING BEAM WITH (3) EACH #8 X 1h" S.M.S. PER 12" PAN W/3/"ALUMINUM PAN WASHER. 7. WHEN ATTACHING TO WOOD SUPPORT BEAM OR WOOD PLATES, SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1". 8. CAULK ALL EXPOSED SCREW HEADS AND FASTENERS. 9. FASTENERS BASED UP TO 123 MPH. USE THE FOLLOWING FOR APPROPRIATE WIND ZONES: 130mph = #10 140mph = #12 150mph =#12 ti 'Header Root Pan #8 X 1/2" s.m.s. House Fascia #8 x 1/2" s.m.s. Florida Building Code Online Page 2 of 3 Evaluation Report - Har. Florida Engineer or Architect Name who LAWRENCE E. BENNETT developed the Evaluation Report Florida License AR- 16644 Quality Assurance Entity Underwriters Laboratories I Quality Assurance Contract Expiration Date Validated By Thomas C. Williams, P.E. F Validation Checklist - H� Certificate of Independence Referenced Standard and Year (of Standard) Standard ACCEPTED ENGINEERING F ALUMINUM DESIGN MANU? ASCE 7 ASCE 7 ASTM B209 F.B.C. Equivalence of Product Standards Certified By Sections from the Code ch 20 & ch 16 Product Approval Method Method 2 Option B Date Submitted 09/23/2005 Date Validated 09/23/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/11/2005 Summary of Products FL # Model, Number or Name Description 1779.1 1-1/4" x 12" riser pan x .024", or aluminum panels i 030" roofover systems, Limits of Use (See Other) Installation Inst Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Indep httt://www.floridabuildinp.ora/pr/pr app dtl.aspx?param=wGEVXOwtDas%2bbt23mL8H... 2/2/2009 LAWRENCE E. BENNETF, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, S. Daytona, F1 32121 Phone# 386-767-4774 Fax# 386-767-6556 e-mail lebpe@bellsouth.net September 20, 2005 State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oaks Blvd. Tallahassee, FL 32399-2100 Re: Certification of Independence Dear Sirs, In conformance with Rule 9B.72.110, F.A.C., "Criteria for Certification of Independence". I hereby certify that I am a registered Professional Engineer in the State of Florida as well as 23 other States. My Florida license# is 16644. I am a sole proprietor of my Civil/Structural Firm and operate as an individual Consulting Firm. in my work performing any evaluation for any Company, I have not nor will I acquire a financial interest in any company manufacturing or distributing products of the reports, which I prepare. In my work performing an evaluation, I do not have, nor will I acquire a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission's requirements. If there are any questions about this Certification of Independence or any additional information is required please advise me. Sincerely, OR tu%1 Lawrence E. Bennett, P.E., Fl # 16644 File: 05crt-indpd-ltr o Hi ' iiitiii I - - - - - - - - - - - - -- � N E I• ---- -I r'� P