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HomeMy WebLinkAbout09-8821 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8821 BUILDING PERMIT Permit Number: 8821 Address: 37536 NEUKOM AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-0250 Improv. Cost: 11,021.00 aE Date Issued: 2/17/2009 Name: GRAND HORIZONS Total Fees: 170.00 Address: 7645 GREEN SLOPE DR Amount Paid: 170.00 ZEPHYRHILLS, FL. 33542 Date Paid: 2/17/2009 Phone: Work Desc: 9 X 8 SHED, 9 X 12 COVERED PATIO, 9 X 27 DRIVEWAY EXT. 21F3 �a A P1I! B&H CONSTRUCTION OF ENTRAL FL BUILDING FEE 135.00 ELECTRICAL FEE 35.00 JAMES O MORTON ELECTRIC CO.,INC. U As ' /V , Ez x. 4ze..w „ J: :tea.; FOOTER 2ND ROUGH PLUMB 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. 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." 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 �aomeogrner: r^, Date Received: VV Site: Permit Type:: yP Approved wino comments [❑ Approved w/the below comments Denied w/the below comments: O se proD i/ 1 77 This comet she shall be kept with the permit and/or plans;4n�� Kalvin witzer—PxamJner Date r and/or Homeowner (Required when comments are present) 111111 11111 11111 11111 11111 11111 11111 11111 111111111111111111 NOTICE OF COMMENCEMENT 2009022178 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):34-x5 a tfit><IW-ppppn-a ) f A se. PB34 99 lO ►.ai a)Street(job)Address: 3?53 Mzu,K 0 494% I 1 48 2.General description of improvements:5 F E. { 3.Owner Information a)Name and address: ks Lo ■ +'hv r 3't53G 111 ttlto�cn�y�Zcp� -h I� F! 3-c', R{ b)Name and address of fee simple titleholder(if other than owner) c)Interest in property ontractor Information n a)Name and DF C,Y._ FI In yoas_crL)i Z kt rL.) (! 5t43 b)Telephone No.: ►3-78'5(-INA Fax No.(Opt.) $13-'71 S L S$'S 5.Surety Information a)Name and address: b)Amount of Bond: PRULR S. 0'NEIL, PRSC0 CLERK & COMPTROLLER, 02/17/09 1 �n 1 149 1c)TelephoneNo.: Fax No.(Opt.) OR BK 862 PG 6.Lender a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.1n 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 COUNTY/ > E o Si tare of Owner or Owne s A oriz er/Director/Partner/Manager IL�Gt r - Print Name The foregoing instrument was acknowledged before me this � day of eS ,20.,Q ,,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 ,uc? /� . Type of Identification Produced Name(print) LiZVG A Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read e foregoing and that the facts stated in it are true to the best of my knowledge and belief. Foxnasrrroc rv,d2oo7 L Notary Pubic State of Flofida £ L LA_ __ Bruce A Asbe1 Signature of Natural Person Si i in I' #1 .)Above My Commission DO 566784 EXpire06!2'ZI20i0 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING 1S A TRUE AND CORRECT EOR OF PUBUMENT C RECORD IN_COPY OF THE 0 THIS OFFICE ON FIL IALSEALTHIS WITNESS MY HAND AND COMPT OLLER PAUL O NEILL,,CLER � T LERK BY 313-%30-0020 City of Zephyrhilis Permit Application Fax-3i3-730-0021 Building Department & / / p52� Date Received 0 Phone CaMact f c Permitting -- (f (p __. OI. wners Name Owner Prone Number. Z J.� S1 2 " Owners Address 375 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7536 Akt.JC M r- LOTS I SUBDIVISION GNG><!►� Drtzd�f! PARCEL{Dil 3S/-r e�/-D(//O-ODOa�"DaZSp (OBTAIED FROM PR R1Y TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT SIGN O MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q COMM Q OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL O OTHER DESCRIPTION OF WORK SNr# x1 , CovE/Zt0 P/41! o / Vi ' ✓iry C T-- BUILDING SIZE I SO FOOTAGE I O 0 HEIGHT I /(; J BUILDING r (OL/ �� 'JALUATSOfw OF t,TAL COtJ.^�RUCTION ELECTRICAL $ AMP SERVICE t-i PROGRESS ENERGY _.EC. PLUMPING r I y/ T- MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION //I r(v GAS O ROOFING O SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES [j]NO BUILDER /1 I COMPANY SIGNATURE ✓✓✓ REGISTERED YIN VFEE CURB Y/N Address Li pse ti /. ELECTRICIAN COMPANY SiGNATLJRF REGISTERED f N FEE CURRENT J YIN Address E L License# PLUMBER COMPANY SIGNATURE L REGISTERED Y/N j FEE CURRENT Y I N Address Li;ense# MECHANICAL COMPANY SIGNATURE REGISTERED L YIN FEE CJRRE}FT Y I N Address LKwOSe# OTHER COMPANY SIGNATURE � REGISTERED f1 N J FEE CURRENT Y/N Address I License# 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,Slorrrmuter Plans w/Silt Fence installed, Sanitary Facilities&1 dunpster;See Work Permit for subdivisions/large projects COMMERCIAL Attach(3)con»lete sets of Building Plans plus a Lice Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)wodring days after submittal date. Required onsite.Construction Plans,Stornrneter Plans kit Sift Fence installed. Sanitary Facilities&1 dumpster.Site Work Permit for a!!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$5000) Agent(for the contractor)or Power of Attorney(for the owner)would he sornecwie with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(P1CtlSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW TTJ1 �D is m -- - - - - - - - - - - - - - - - - r e � i R . � R' Ui 8 O '! r i N a m ALL WORK SHALL COMPLY WITH ALL / PREYAILING CODES,FLORIDA BUILDING la 0 CJ3,NATIONAL ELECTRIC CODE AND CI OF ZEPHYREIILLS ORDINANCES (CS /oc • 111 /O0 JO �5'C � O ti4 V EpSEr�� T o ors 3253 4025:Morris'B'ridge Road Zephyrhills, Fl.`33543 CONSTRUCTION Phone: (813) 722-1064 of CeQ I forlda,<Iac.. Fax: (813) 715-6585; Toll Free: (800) 224-1206 PROPOSAL SUBMITTED TO 'PHONE DATE is STREET SALESMAN w CITY STATE and ZIP CODE JOB LOCATIO t/ / [ L { X t" 4 �- (l� {F_.•ARCHITECT DATE OF PLANS JOB PHONE ' Ii We hereby submit specifications and estimates for: 7.4.t i L. - '- _ j .N t-� J r.,>4r , L /.r // .w...-yt ' ,f ���..�.,✓� !r te �/ at .L ..aL :tf•'J •; •L ' A 1 I . L. p t ( '..,.d ,. L-L-.._.- �.-✓r-� -!l � i� / ( t..{� 1 L.• ,. .:� :1L.,r. ,(.(' ` % r.eft r ',{ _x J 1,rf ( - { p r t_ I 1 i We Propose hereby to furnish materials and labor complete in accordance with above specifications,for the sum of d vim r v t c ! :f:'d dollars($ /j + Payment to be made as follows: All material is guaranteed to be as specified.All work too be completed in a workmanlike Authorized manner according to standard practices. Any. alteration or deviation from above specifications involving extra costs will be executed uponwritten orders,and will become an Signature f •;' extra charge over an above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner:to carry fire,tornado and other necessary insurance. Note Thls'pr0{.osal may be Ourworkers are fully 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 hereby:accepted.You are authorized to do the Signature L' 1 ,-')/ work as specified.Payment will be made as outlined above , . - - I ) f f { Date of Acceptance: Signature "Custom Home Additions At Its Best!" 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: Jacobsen Mod. #: Address: 37536 Neukom Ave Lot #: 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'x8' Shed Extention, a 9'x 12' Covered Patio and a 9'x27' Driveway Extention. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincerely, onard G. Wood 4034 The Fenway Mulberry, FL 33860 ALL WORK SHALL COMPLY WITH ALL I PRE AILING CODES,FLORIDA BUILDING la D C ,NATIONAL ELECTRIC CODE AND CIT OF ZEPHYRHILLS ORDINANCES app �. ffJ /OD Jo q 20 EASEN'1Gv r _ 0 >1 32S3G ,vFv� onr AUK G R, d PE'd/��'J7c cl Sf/f d CSC (X 3 � ,9,u s�vC6 �6 / av� sc� P 6 ,�o o56 ' ����> � Eck !',�T 6 Sri �9 /a "x/a " ,MONO<,rNic / o TE s(A b rao 7Piy VI\ ANt� Sc �C�L / C5/L( 14 -3 f 'U�w� G�r5r f,`lG may ( I I I , 9 7 crTc•✓Te, Patr° ✓ �3� I :a ' C.-1/6 Al CCU /0 rtr / ,_ 7_ f` iii z C-) ,^ � z ° O Z w " vmfu W CQ d � H V) W o vw o 3 � xws � LL O vNgF- � 3O O C W O o C/U) a o w p U w � z 0QpoW � � MZ Io woo awwQ I Qp w W w W U rz HO V 0 O Ooa-z°'2� w z H W wmd2�FsLL'� °zwszA Q x 0 z z z O N � / 1 / r 3 o ow / 1 / /1/1/ 11,1 U z O11NI W L th o w --- � �Tvb ,►x.,z • } LU w LU x ¢ w w 4 U LU Z O LU H HQ C X q¢ N w Q a x .� I � � i . w W N J o �h QM aP a ^Q$ p w 0I ZWR-NUz Q ,� (_) Hg • � xm •u.zQAa nS3au.m W CQONu C7uwi�rZ°�° _N QZW�ouj �:yaWxFo xx3 zxuix� waNgf3 e��� a � r+ v o� ol xN � a bl c I: Ii �J Q N v , rl r�(�w�+,i r-r P1 (7 m rn rY-�r I I - __ H / r� y O o o F o• N N O N 0 x z3 ooN � � UII I x � a ooN � o,l N U v w o 0 0� 0. w$ I �z \A QQ ui �LJ h h \\,ItilllllJti!ihiiiiii W �< ll W ,r',C dog Z W (y LL ^w <Or{pt� aN� I Uw33��Y,F- � teUUC7�jjV 1(1gn1Klli �W�OwillJIL zC� J J 7 5 L ul (yJO : Oug � O,] a > � � u u° 2 W � z m In vn to v) cn 3 — w J (4 °Zo�In V {o U Qa U OM x (/� N y O %+ 3 O N M W IL W U Zo < R it 4t 4t 3i W W R LA vl Nova I�a4o 11(.x11I • Q Q N N N N N N Noisnxixa IIl x16 w — c I rv*i/38 l'VS 210 1C- m H N _ O U L Q Oz to In In - U xx xxx (•-� J y� p W vi 7t it 7t ;t 3t xl 0 Oo- wN 0 W M v v v z Q r y`' w o x H L) m zO _ On v w ZD N N N N N N m0 w ? •+( O zz ;c u z NF = m zo3� k ^M1 LU Ix c x Z W o w t ZU rvp X ow AN uw3� - I z \jy O <^ n Q PO u" clDzo^< - 3r Q`qr Io ZLLJ04 ,uz F- k 0 C) ALL' v� W m� QZZ x ax �2rv�F� 3Z ZZFa�GaJ. cn Ora mom^' O O`uq,jLu0 z O - Q cXOX � OH _ o E'" x zo - a Q W � � (ID O o o), sao aAU. < I0 < x a N U o v, a E^ Vam X WUv7iv, zcn� m3 r� ai � � Lu w � < � 3 ; OOxv i- O a0. 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Ow O C, O LULUN ¢ w ° � ww � O CDO > 3 � O �� — L1. °xc� QU N " a3 � o < = � - = N M LL) SOILS AND FOUNDAA"PONS Gradient, load intenciry and erosion ah i&s of slope 1805.4 2.3 Plain concrete f Material outings. The edge thiekncsS Of plain concrete footings Supping walls of other than 1805.4Footings shall be designed an constructed in Light-frame construction shall not be less that 8 inches Allowable bearing capacity of the soil is not exceeded, and (203 mm)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 occupancies, the edge thickness is red to be 6 inches(152 mrn),provided that the footing Does not extend beyond a distance greater that the Footings in areas with Thicicne of the footing" either side of the supported expansive soils shall be designed Wall 1n accordance with the provisions of Section 1805.8. 1805.4.2.4 Plti,eement of a.>,►crete. Concrete footings 1805.4./1.1 Design loads,Footings shall¢e designed Shall not be,placed through wa 'r unless a trcrnic or other the moat umfavorabk effects due to the combinations of for mu tbod approved by the building p cial is used, Where 1605.3. The dead load shall in- placed under or in the presence of water„the concrete loads specified in Section clued the weight of foundations„footin and overlying shall be deposited by approved means to ensure mini- 1311. Reduced live loads,asp specified in Section 1607,9• mum segregation of the mix and negligible turbulence of Arc permitted to be used in designing the water. footings. 1805.4.12 Vibratory loads. Where machinery opera- tions or other vibrations are 1805.4.2.5 Protection of concrete. Concrete footings transmitted through the shall be protected from fr�n foundat,consideration shall be given in the f 8 during depositing and to design to prevent debimental disturbances of the soil. a period of not less than five days thereafter. Water shall Not be allowed to flow through the deposited conies. 1805.42 Concrete footings,The design,material'and coo- struction of crncatte footings 1805.4.2.6 Forming of concrete, Concrete footings are t Suction I shall comply with Sections permitted to be east tfirough 1805.42.6 and the provisions of C2i against the earth where, in the opin- ter 1805.4.2. aP- ion of the building official,soil conditions do not rtquuc forming, Where forming Is required, It shall be in accor- dance Ex ion: When a with Chapter 6 of ACl 318. specific design is not provided,can- Crete footings supporting walls of light-frame construe- 1805.4.3 and construction o M on are permitted to be designed in accordance with ctj o unit footings. Thc design materials Table 1805.4.2 f masonry-unit footings shall comply with Sections 1805.4.3.1 and 1805.4.3.2, and the provisions 1805.42.1 Of Chapter 21. strenh, Concrete Shall have a spooi5ed in footings Seas than a , ma- compressive straigth(f c)of not Exception:Where a pounds per square inch(psi)(17 237 specific design u not provided A.1 28 days. kPa) Sunry-unit footings supporting walls of light-frame con- struction arc permitted to b designed in accordance with 1805.4.22 Reserved, Table 1803,42, 1805.4.3.1 Dimensions,Masonry-unit footing shall be laid in Type M or S mortar complying with Section TABLE 1805,4,2 FOOTINGS SUPPORTING WALLS OF LIGF T- FRAME CONSTRUCT'IONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS• TTNGS FOOTING (inches) (inches) 12 6 2 15 6 3 18 For S I I inch=25.4 mm, I foot 304.8 ram. a Depth of footings shall be in accordance with b. Tbc ground under the floor is won 18052. C. Interior permitted to be excavated to the elevation of the top of the footing. the widths ale andgs shallbeare permitted to be suppoit.e4 by iao[ ted m fo The footing width and Le ngth shall be tw�cr d. For thickness of foundation wails,see Section 1805.5. e. Footings are permitted to support a roof in addition to the stipulated number of floors, Footings supporting roof oath Shall be as required for supporting one floor. f Plain concrete footings for Group R-3 occupancies are permitted to be 6 inches thick. z rn m ■ 0 3 o • m IC n� ALL WORK SHALL COMPLY WITH ALL • Cl) n PREVAILING CODES,FLORIDA BUILDING CODE,NATIONAL ELECTRIC CODE AND • CITY OF ZEPHYRHILLS ORDINANCES • REVIEW DATE CITY CIF ZEPHY HIL S E PLA S EXAMINER_ N N U1 ? 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CD CD CD 3 lD �, O CD 3 N O N o CDD O N (D lD O % r z O 1 I x 3 CD O O Q N 0 -- _ 7 3 O Q _ 7 O 0 Z a8 w w (D 3 OOW O N 0 7 CD CD f�D N n o \ m 7 7(O O (D � O < N _ a'bni Gl O O o (f S. 0 3 ]1g� L r 0 3 0 _ O C > 7 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 Application Search > Application List > Application Detail FL # FL1779-R1 Application Type Revision Code Version 2004 Application Status Approved Comments • *° Archived C" Product Manufacturer Metals USA Building Produc Address/Phone/Email 7815 American Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.con Authorized Signature bill kaufmann bkaufmann@metalsusa.cori 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 EngineE http://www.floridabuildiniz.orL/nr/nr anti dtl_asnx?naram=wCTFVXf)wtTln.c%7.hht7ImT.RN i')i')nn4 Florida Building Code Online Page 3 of 3 Impact Resistant: Evaluation Repo Design Pressure: +/- PTID 1779 R1 T Other: Outdoor patio products. See engineering sheets PTID 1.779_91 T for spans. PTID 1779 Ri T ..__._..._........._ -..........__- PTID 1779 Ri T PTID 1779 Ri T Created by Indep 1779.2 3" x 12" riser pan x .024" aluminum panels i and .030" applications of en( systems,carports, canopies, walkwa' 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: +1- 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. Copyright Product Approval Accepts: aCheck YEAAF Y' httn•//www florirlahnilrlina nrv/nr/nr ann rltl nx'?nrm=wGP\TY(lwtflnc°/ hht'flrnT RN ')lol')nn4 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 LxE 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 Ix. 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, =* a. 16& 4 STATE OF (t✓� Illlllll till" Lawrence E. Bennett, P.E. Fl #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 0535x10"6 0439x10"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 0800x10"6 90.0% 1-1/2"x 0.032" 0.0285" 3105 H-14 0.110 1.1 l lx 10^6 0999x10"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 0.889x 10"6 0.836x 10"6 90.0% 1-3/4"x 0.032" 0.0285" 3105 H-14 0.110 1.l 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 0.050"* 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% 31x0032 * 0.0285" 3105 H-28 0.676 6828x10"6 6316x10"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. 1 of 1 ==UIETULS U S U BUILDING PRODUCTS ALUMINUM RISER 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 ±j[IIiiI. 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.. i &ossi�ngJ Onp Edga OVERHANG TYPE Roof R..hft Bashing H.ao.. ti=:> Y aadar flsxhoad '~ Screws ;uva-E' to x i {Flashing Optional on all - -- Saewws applications) • RISER PAN ROOF ATTACHMENT 1. ROOF RISER PANS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1/z" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH lh" 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#8 X 1" . 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 X½" S.M.S.. 6. ROOF RISER PANS SHALL BE ATTACHED TO THE SUPPORTING BEAM WITH (3) EACH #8 X 1/2" S.M.S. PER 12" PAN W/3/a" 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 { • Header { Roof 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 - Han 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 # IlModel, Number or Name jDescription 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 httn•//www flnrirlahiuilr1inu nru/nr/nr ann dtl acnx?nary.m=wCTF.VXOwtT)o-,%2hht7'ImT.RH ?/7./7lf9 LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. 0. Box 214368, S. Daytona, Fl 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, o16ó4 STATE OF * ��yj `SZ- IA� N ��4� Lawrence E. Bennett, P.E., Fl # 16644 File: 05crt-indpd-ltr