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Home My WebLink About06-6090 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6090 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 6090 RE-ROOF ROOF REPLACEMENT SINGLE FAMILY RESIDENTIAL 1,700.00 9/15/2006 60.00 60.00 9/15/2006 REROOF - METAL Address: 5440 20TH T ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 12-26-21-0020-00200-0880 Name: GONZALEZ, CRUZ Address: 5440 20TH ST ZEPHYRHILLS, FL. 33542 Phone: 813368-2520 - { (;/ltLlt?W /) '/0 /) ~ yJl C(t/ REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone 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." NO OCCUPANCY BEFORE C.O. ~ ~. SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City ot Lepnyrnllls t"ernlll J-\..,..,lIlJdllUII Building Department Owner Phone Number ~ ,Yh Vis Owne' phone Numb" I Owner Phone Number I ~ CY~ \,){" .; {f' )P -'Jr;}.o Date Received SUBDIVISION WORK PROPOSED NEW CONSTR INSTALL SFR ; Is PARCEL 10# I'd ~ dW - d \ -. C:;1:)d.O... (jOdQ:)- O%-B{) (OBTAINED FROM PROPERTY TAX NOTICE) SIGN D MOVE 0 LOT # / JOB ADDRESS PROPOSED USE TYPE OF CONSTRUCTION B o o , Ii a--fa / BUILDING SIZE I I SQ FOOTAGE I HEIGHT I 1I1I11I . III I11I1 . . IIII 1 II 1 I1I1 I II11I II 1 1111 I 1111111 I III I III ,. 111111111111111111 I .. . 1111111 ., 1111111111111 . 111111111111111111111 . 111111111111111111 B o o BLOCK 1/1e- Roo.(Z- ADD/ALT REPAIR COMM FRAME o o o DEMOLISH OTHER I STEEL D OTHER I / DESCRIPTION OF WORK /' 00 BUILDING / :: I, 700' (/ tJ: ELECTRICAL , o PLUMBING 1$ I o MECHANICAL 1$ I o GAS 0 ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO 11111111111111111111111111111111111I1111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIlllllllilllllllll COMPANY LJ.t D M e. 0 ()J )J e V I REGISTERED I Y / N I FEE CURRENT Y / N License # I I I I I I I I I I License # I I 1I1111111111111111111I11II11111111111111111111I11111111IIIIIIIIIIIIIIIIIIilllllllllllllllllllillllllllllllll1IIIIIIIilllllllllllll Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms , Minimum ten (10) working days after submittal date, Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms, Minimum ten (10) working days after submittal date, Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance, Attach (2) sets of Engineered Plans. "'~PROPERTY SURVEY required for all NEW construction, 11.l111!1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Directions: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC 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 AlC VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o PROGRESS ENERGY D W,R.E,C, VALUATION OF MECHANICAL INSTALLATION BUILDER / SIGNATURE (cJ) , ~ '-' Address ELECTRICIAN SIGNATURE COMPANY REGISTERED Y/N FEE CURRENT Y/N Address License # PLUMBER SIGNATURE COMPANY REGISTERED Y/N FEE CURRENT Y/N Address License # MECHANICAL SIGNATURE COMPANY REGISTERED Y/N FEE CURRENT Y/N Address License # OTHER SIGNATURE COMPANY REGISTERED Y/N , FEE CURRENT Y/N Address 111111111111111 RESIDENTIAL COMMERCIAL SIGN PERMIT 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 accordanc'e 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 pfior 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 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, WaterlWastewater 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 ~hat a s.eparate perm!t may ?e requir~d for elect~lca.1 work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically 1n?luded. In the application. A permit issued shall be construed to be a license to proce?d with the work a~d not as authorl~y !o vlol~te, cancel, alter, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the B~II.dmg Official from the~eaft?r 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 ~f permit issu~nce, or If work authorized, by the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension may be requested, in writing, from the Building Offici a! for a period not t~ exceed nln~ty ~90) dars 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 RECOFtD A NOTICE OF COMMENCEMENT MAY RESULT INYOUR 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 Subscribed and sworn to (or affirmed) before me this by , Who is/are personally known to me or haslhave produced as Identification. CONTRACTOR Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or haslhave produced . as Identification. Notary Public Notary Public Commission No, Commission No, Name of Notary typed. printed or stamped Name of Notary typed. printed or stamped r IUllUd OUIIUII18 vuue VlllIlle . -;:1- .tt':'v:'f' ',,' .i. ~'J;:'.;Iio,~eAAit'.~"'~. ~~..~~, ~!L~:~~i:~llfl ~~~ -,-I,....~~,.~""~_.',.'~'i'....'.ft_ =E~~~~.~!~~ I)~Wt_ Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Lin ~~:'~~P~b~ u~~proval Product Approval Menu> Product or Application Search> Application List> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phone/Email ~~t~ Quality Assurance Representative ~~ Address/Phone/Email ~-l.;BYJqE.,,,,,,,-,-,",..._~ifji;~~l~ Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity FL6508 New 2004 Approved / . BUILDING SHALL COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND MECHANICAL CODES, I Metal Systems, Inc, 3301 Paul Buchman Hwy Plant City, FL 33565 (813) 752-7088 f1va Iidation@yahoo,com Steve Waller f1va I idation@yahoo.com REVIEW DATE: "" i t~ /i CITY OFZEPHY~ .' ~ BUILDING OFFICIAL -f/ i1' K l) Roofing Metal Roofing Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer f7 Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc, http://www . t10ridabu ild ing, org/pr/pr _ app _ dtl. aspx?param=wGEVXOwtDqubsyUd umBSkdOC K5.., 7/12/2006 ilOIlUo oUlIulng VOUt:: Ullllllt:: I ....~'"" I- VI \J Validated By Locke Bowden Certificate of Independence FL6508_RO_COCFET Letter of Cert,PDF Referenced Standard and Year (of Standard) Standard FLORIDA BUILDING CODE UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/09/2006 06/21/2006 06/23/2006 07/12/2006 jSummary of Products I FL # Model, Number or Name Description 6508,1 26 Ga. PBR R PANEL 26 GA PBR R PANEL I Limits of Use / Installation Instructions I Approved for use in HVHZ: No El,.,6~QJLKQ_ILP6RQetails ,PDF i Approved for use outside HVHZ: Yes Verified By: TERRANCE WOLFE PE 449~ Impact Resistant: N/A Evaluation Reports Design Pressure: +N/A /--136,2 El,._65_QILBO_AE;_2E>GA PBR Eval Report, Other: -136,2PSF@10"O.C. - fI,..65QfLRO,_AE_26GA PBR Load TBL, PC 113,5PSF@12"O,C. -56.75PSF@24"O,C. NOT FOR USE IN HVHZ, INSTALL PER MANUFACTURERS DETAILS, I 6508,2 ma, RIB PANEL 26 GA RIB PANEL 36" WIDTH I ! Limits of Use Installation Instructions Approved for use in HVHZ: No Fl,.650ILRQ_ILRitJuDetails ,PD F Approved for use outside HVHZ: Yes Verified By: TERRANCE WOLFE PE 449~ Impact Resistant: N/ A Evaluation Reports Design Pressure: +N/A /--173.5PS FL6508_RO_AE_26GA RIB Eval Report,l Other: -86,75PSF@24"O.C. - E1-R5QJ~_B.Q,-8_E~.Q~.8_.RI6 Load TBL. PO 173,5PSF@12"O,C. NOT FOR USE IN HVHZ. INSTALL PER MANUFACTURERS DETAILS, 6508;3 29 Ga, RIB PANEL 29GA RIB PANEL 36" WIDTH Limits of Use Installation Instructions http://www, floridabuilding.org/pr/pr _app_dtl,aspx?param=wGEVXQwtDqubsyUdumBSkdQCK5,., 7/12/2006 . ,-..-- --..-....:7 ---- -......- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: +N/A /-168,5PSF Other: -168,5PSF@12" O.c. - 84.25PSF@24"0,C. NOT FOR USE IN HVHZ, INSTALL PER MANUFACTURERS DETAILS. FL6508_RQ_ILRib Details, PDF Verified By: Terrence E. Wolfe PE 4492 Evaluation Reports fLJ.i5OJLRQ_Af;_2~GA LOqd TBL. PDF n.Q59f;LRQ_AE_29GA RIE3 EvalReport,1 Oack I I 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, Suncom 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved, CODyrloht and Disclaimer Product Approval Accepts: ~1iI~. http://WWN,f1oridabuilding,org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqubsyUdumBSkdQCK5... 7/12/2006 ATFAB PBR & R - PANEL INSTALLATION INSTRUCTIONS Metal roofing panels are available in a variety of styles and colors and have a great design appeal. There are many advantages and benefits of a Steel Metal Roof. Metal panels are resistant to cracking, warping, splitting, flaking, peeling, breaking, burning, or being blown off the building structure. Metal roofing panels are resistant to major weather elements; hail, wind, and temperature extremes, The panels are lightweight and energy efficient providing a cost effective approach to reducing air conditioning and heating costs. Panels are durable and low maintenance and in many applications can be installed over your existing roofing, Contact your A TF AS. representative for assistance on your residential or commercial building project. 813-752-7088 REVIEW DATE: /I I , / \) \ CITY OF ZEPHY~ f, BUILDING OFFTCIAL, I( -A.J") BUILDING SHALL COMPLY WITH ALL APPLICABLE BUILDING, ELECfRlCAL, PLUMBING AND MECHANlCAL CODES, PRODUCT SPECIFICATIONS: R-Panel Finsh Gauge Thickness Range (in.) Specifications Galvanized 29 0.014-0.020 ASTM A-653 Galvalume 29 0.014-0.020 ASTM A-792, AZ-55 Painted 29 0.014-0.020 Paint PBR Panel Galvalume 26 Painted 26 0.018-0.025 ASTM A-792, AZ-55 0.018-0.025 Paint S6" Coverage 1 r ~4.:. - T- .i4:' 1-,,4: -'- ~ '--~-!11~' ~~ I I I I L__j L I 31mft ----~1T----- I PBR Panel with Support Leg 36" Cov~rage \ g16" '----;,11/4" I I L__J 3 118ft ..._4.::. - T K T ~4.: J I I I I I l. I /T' I I L___________...! .12" -I R-Panellwith Standard Leg Diaaram A Bul:yIHaI8nt Ioc8lI ~ StnIctunII..... wood. or aelklrllnG 8CI9W wIIh bondIId ........ PBR Panel SideIap Roofing & Siding PurIn bearing leg Screw fastening at eaves and valleys @ ""- f Y"" . J. "t. ------------------------------------- - Z-Purlins, Wood Purlins. or substructure PBR is Recommended for Roofing or Siding *Note: 3/16" purlin leg not mandatory as long as leg meets the roof. R Panel is Recommended for Siding Only Applications: PBR & R - Metal Roofing Panels offer years of maintenance free, weather-tight efficiency. PBR & R - Metal Roofing Panels mark full 36" net coverage with rigid 1-1/4" high ribs 12 inches on center. Complete trim and accessory items are available, R-Panel-29 gauge provides a low cost alternative for siding applications (verify if applicable when working in Building Code High Wind Velocity Zones), PBR Panel; structural building panel for large clear spans between purlin spacing can also be used for siding applications. Min, pitch slope is 3:12 in compliance with Florida Building Code. Others counties and states may provide for lower slopes, .---, .-. I .-. , Z-Purftn. vvood p.ur1ln. or sub:struc:ture ~ Diaararn C Stn.w:uual stcc1, wOod. I cr'seJ"'-driJling~~ ~~ ~_d \- R-PaDC'1 Sidel'ap Sidi.a,g Only No purl in bea:ri.Dg Leg Butyl Mastic Tape _~ h:........<-- --.;: ~~-::~< ~~:~~ <~:;:tS'.. ~'-" ~ %-V SAFETY PRECAUTIONS Metal panels ,have sharp edges. Use protective clothing and gloves. To prevent eye injury, safety glasses must be worn when drilling or cutting steel panels. Use caution when walking on any roofing panel. Proper under-Iayment is necessary to prevent fall-through. Plywood under-Iayment is to be used on all non-structural panel applications. ATFAB recommends all installers follow the OSHA (Occupational Safety & Health Administration) requirements for all protection (#3146, dated 1995), Steel panels can become slippery when wet. Do not work on steel panels when wet weather conditions are not suitable for safe installation. HANDLING & STORAGE Panels should be installed immediately, Proper care in storing and handling metal panels is essential for providing years of service. Any panels not immediately installed must be kept dry and stored in an indoor area; protected from moisture. Caution is recommended to prevent moisture penetration in stacks of the product from rain, snowfall or condensation. Do not cover metal with plastic, which can create condensation; moisture that accumulates naturally from the change in temperature of the material nested in a stack where adequate ventilation is not available. ROOF APPLICATIONS: (PBR-Panel) Cl\,;\;UIUi:UI\;e WILli rlUnUi:I Dunulng voce. Note: In residential applications, building codes require a plywood deck with the use of #30 felt to provide adequate thermal & moisture barrier protection. (Batten strips 24" on center attached - to a plywood deck are optional. Fastening calculations must be computed by an engineer to meet specific wind requirements if the building parameters differ from the parameters stated in the fastening schedule. / PBR & R-PANEl INSTAllATION SPECIFICATIONS Wood Deck: Must be minimum 1/2" structural plywood or OSB (5/8" for Metro-Dade new construction/or High Wind Velocity Zones/120 mph and above) supported on rafters at a, maximum of 24" on-center. Battens: PBR metal roofing can be separated from the moisture barrier by minimum, nominal 1" x 3" yellow pine battens spaced on maximum 24" centers or according to ASCE calculations where applicable. CAUTION: Direct contact between pressure treated lumber, green, or damp lumber and metal roofing must be avoided in order to prevent potential corrosion. The battens must be fastened to the roof deck with minimum #6 screws at 12" on-center or two minimum 8d common or pneumatic nails spaced 8" o,c. or one every 4" on-center (or by applicable calculations according to ASCE 7-98. Battens must be installed to support the entire width and length of ridge, eave, hip, valley, and gable end trims, Battens are optional if re-roofing over shingles. NOTE: Re-roofing over shingles without a batten is allowed providing the roof has been checked by a licensed roofing contractor to insure levelness and pull-out integrity. 1. Start at the gable or rake opposite of the prevailing wind. The leading edge should not be the purlin bearing leg. 2. It is imperative that the panels be laid in square to insure proper lapping. (a chalk line 38" from the gable edge running from the ridge to the eave can be used as a guide). 3. SIDE LAP PROCEDURE: Side-lap detail Diagram A, A TF AS recommends butyl sealant tape on all roofing applications. Pay careful attention that the purlin bearing leg is lapped over as shown in Diagram A. 1. PBR Panel used as siding is side lapped the same as in roof application. R-Panel used as siding has similar side lap method without the purlin bearing leg. 3. Butyl sealant tape is not required for sidelap applications. However, butyl sealant tape is recommended where any closures are necessary. 4. See diagram B view for R-Panel side-lap procedure. FASTENERS: See Diagram D Consult ATFAB for the specific recommendation of compatible fasteners. Fastener selection is based on the substrate of the specific material chosen for application. Metal-to-Wood Application: PBR panels are to be fastened to a plywood deck or a plywood deck with purlins by a minimum #9x1-1/2" compatible fasteners. The stitch screw for wood application are #12x3/4" wood-fast stitch. SIDING APPLICATIONS: (PBR & R-Panel) Metal-to-Metal Application: Attach PBR panels to metal purlins with a minimum #12x1" hex head Tek screw or equivalent. Recommending use of stitch screw for metal application are #14x7/8" metal-fast stitch. END LAP PROCEDURE: When long panel runs are required, advise end lapping two or more panels to span the required distance. The upper panel should always overlap the lower panel a minimum of 12 inches to insure correct drainage. Two strips of butyl sealant tape should be installed across the panel width for additional weather tightness. EAVE DETAIL PROCEDURE: Inside PBRlR closures and butyl sealant tape on eave applications to avoid water infiltration. "IUUI:: UI:: I AIL r~v"c:uun.c:: I ne appropnate cap IS placea on top of the closures and screw fastened through each rib on twelve (12) inch centers. TRIMMING AND CUTTING STEEL PANELS: When cutting with the profile (length wise) or across the profile (width wise), it is best to utilize an electric nibbler, shears or hand tin snips. It is especially important to cut panels one at a time with the finish side of the panel facing down on wood blocks. Care should be taken to ensure that the hot metal particles and filings that occur from cutting and fastening screws do not become implanted in the metal panel. IMPORTANT: Filings from fastening screws and panel cuttings must be cleared off the panels after fastening screws have been applied through the panel to avoid rust marks on the panels. Failure to comply with the above procedures relieves ATFAB of responsibility for any resulting damage to, or deterioration of the finish and voids any paint or finish warranty. Safety ATFAB recommends compliance with the Florida Fall Protection Act. Ridge Cap - To be used at the peak of a two-slope roof. The ridge can be ventilated by using a ridge vent. Hip Cap - Offers coverage of the projecting angles formed at the intersection of the two sloping roof planes. Gable Trim - For installation on the edge of the roof (between the ridge and the eave) securing the first panel edge and the last panel edge. Eave Trim - To be used at the eave or gutter edge of the building, and must be installed before any panels. Valley Used to flash the vaney formed by intersecting roof planes, Sidewall - Apply when the roofing panel is installed parallel to a vertical wall. Endwall - Used when the upper end of panel butts into a vertical wall. i:J1.C;:CfJvl U IQI I U Ie IVVYt;;;;;1 i:)C""UUII.. Gambrel Condition - Used to changeover from a low slope to a steep slope. Roofing Square 1 00 Square feet or 1 0' X 10' Disclaimer: Whereas we make every attempt at accuracy, we are not responsible for typographical or printing errors. Manufacturers Recommended Alternate Fastening Schedule "C Q,) ~= =~ Q,) ~ S"= a~ o OJ) ~ = Q,) -S ~ ~ TI.) ;..l .. fI'.) ~ c= ;~ ... ~ ~;..l ~ ~ = E = Q,) c=,::: ~< with < 35~ mean roof height - 3/12 to 7/12 pitch for 90,100, & 110 mpb wind speedsBased on ASCE 7-98 (Supersedes ASCE 7-93) Zone 2 ///1\ a ,,/ ,\ .~ It ,.- ... \ 'a ~.-. .....- - .. .. .. .. .. .. .. .. ... .. -\- .. .. .. ... .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. ~.. '" ::~ ": ~\. : \ /' Rid~ : ~:: :::::::::::::: ::~:::: ~~: ::::,:::::::r ~'~~~I~ . . .\ . :\ Zone 1 : "'--Gable , \ :_'\.. ...-_.. --.... ....... -_..---- .......--............ ....-.. ....:.. " "~, Zone 3 t , Eave ~( - iF 11. t"" !I! )1/ ) I \\\ Hlr ill' It. \\\\ /11 \ I 1\1 III Jrl /11/. I\!. , 11/; Ii III' \1\1 \\\\ l/!I-ti 'll~ "1 ,'\'1' \\\\\ ('II I I, , Ii I 1\ !ill I' III! (.c ,~",~~)H \\11 1ft I 'III I \ 'II \ \11 I "J'". t -I,~ -"'Il,). .\\\, .- ,II .. I i j 1 NOTICE: Building code requirements for metal roofing applications could vary per county and state, Please contact your local building and zoning department for related information prior beginning construction. Verify coastal wind zones with your building official. PBR FORMED RIDGE CAP Installation: Over-lap ridge 12" on top of PBR roofing panel. Use Butyl sealant tape between panel full length of ridge cap. Same fastening schedule for eaves, endlaps & valley. 36" rUI 1111-' i:l1-'1-'1I~i:lLIUII UI-'t:IIIII!::I ~i:lll Ut: IIIC1A. OJ . Delete the use of universal closure and apply 6" wide sealant tape beneath Ridge and Hip or Continental cap. 6" Sea] Tape for Hip Areas \ \ . \ See Fastemng \ Schedule ~ / Ridge Cap SCREW FASTENERS Diagram D Metal-te-Metal - f Connection #14x718"x5/16" Hex Head StItch Tek Screw Metal-to-Wood Connection #9x2 1/2"x1/4"Hex Head Woodfast Screw Metal-to-Wood T Connection#12x3/4"x1/4"Hex Head Woodfast Stitch Screw #9x1 1/2"x1/4" Hex Head Woodfast Screw Metal to Wood Connection I:...... ':. . .... """""-'''':'':::-: . .. ......... I .. .... . SFcrDII PIDPEIZT1ES '. ALIDWA91.E lDAlI! . ,. .' :i ..... ... '., .'. .'. ........'..' Ii , ... '. ...... .. . ' ,.' .... ....PlBiflI.... "./~;.. ..,..... LiIt.1.DR . FBDI '. W'mi baa Lnbld (DtBiuDDP) . ..... iPild iTl;* .:....lb1:iiV..:, I' ..', (&In&) "PIiIII' "' JI1dlI'1IiII ...... .' Gith ". ." . Ill.,. f,.'.(iIt' '1m) 1'- I Ii Pus; IRa. .' 111n; S1bi~ IZlp; izlll. S '4' ~ E '1 .. 3 4 .~ E 7 I :J 4 II C 1 I ',". '. R 29 III DI42 Jg ~~ O.&i 42 .Q2cO JllII& 11Z2D - 114 8J 40 2ll 20 16 8t .f8 .ll '11 15 12 8iI .f8 ~ 21 13 16 ,Pill. JB BD 31 'J1b' .D3Ii .0381 42 2D . '. JIlt : 1B~ UI (I: .~ 112 . iii B2 32 t3II 12 45 32 24 16 1311 16 $ 28 11 12 '., :. , .... '. Notes: 1. Loads in tables are based on continuous beam over three equal spans. - 2. Deflection loads are based on limiting deflection of span L, divided by 180 (U180). 3. Winds loads are based on unit stress increased 1.33% over the live loads. 4. Metal thickness is based on minimum AISI specifications for galvanized steel sheets. ATFAB Fastening 'Fastener Position ~ Detail F + Detail G WC-3636 Acceptable fasteners include galvanized nails or plated self-drilling wood screws. Nails should be spiral or ring shank design with a neoprene gasketing under the head. The corrrect way to nail is to drive the fastener through the stee~so the nail washer is compressed securely against the metal. Refer to Detail "C". However, , DO NOT OVER.DRIVEthe nail and dimple the steel. If this is done, water may collect in the dimpled area and leak through. Under-driving can also allow leakage to occur around the nail shaft. Wood screws with combination metal and neoprene washers should be mechanically driven into the valley or the bottom fIat of the profile. Refer to Detail "D". When using nails, the nails should be two inches long to penetrate approximately 11,4 inches into the purlin when driven through the rib. Screw length should allow a penetration of one inch. When installing panels over insulation board, increase the above lengths by the amount of insulation thickness. Select nail lengths for roofing and siding that do not completely penetrate through purlins or girts. Never drive nails or screws through the drain chan. nel, as the result may cause leakage and ruin the effec.- tiveness of the drain channel. Detail "E" shows the proper fastening through the lap joint. Correct Under-Driven Detail C Detail D Nail Fasteners As illustrated in Detail "F" CENTURYDRAIN roofing should be attached through the top of each major rib into each purlin. If the roof purlins are spaced less than 18" on center, an alternate fastening pattern is through every major rib on every other purlin and nailing only !\~ center rib on alternating purlins. When using nails, attachment along the ridge and eave purlin on the roof should be through the bottom flat of the sheet instead of the top flat of the main rib. (Detail "G"l. ~ + . . D-96-SP-20M Over-Driven Detail E When using nail fasteners and attaching CENTURY- DRAIN wall panels to girts, either a pattern attaching every major rib over wall girts or in the bottom fIat sur- face next to each major rib may be used. (Detail "F" or "G"l. Screw Fasteners When using screw fasteners, it is recommended that screws be placed in the bottom flat surface immediately adjacent to the major rib on one side or the other for both roofing and siding panels. {Detail "G"I. + + + + - Printed in U.S.A. I. ~ l I; ,l i j \ .} II II III j correct TOO Loose TOO TlUht P Antl'Slphon Q _J:Il_ Groove -- ..-.. .-. Sealing matenal slightly Sealing malenal nOI Metal washer deformed, vIsible al edge 01 metal vIsible Not enough Sealing malerial extruded washer Assembly compression 10 beyond edge IS wealhenlghl. seal properly 01 washer. l"Ii MULTI-RIB 1\ 1\ 36' Cover W,otn I' MAX-RIB 3/(:L0 ^ ^ ^ i------36' Cover w'Oln---- f\ 'TI M '''ll [Ii1 MEDALLION I I---- 13- Cover W,Oln --1 MEDALLION II I--- 12' Cove' W'Oln ----1 The profiles pictured above ore products commonly used in residential construction Other ponel profiles ore,also available, At bose, eave, ndge & lop 2 inches on each side of mOlor ribl (as Ihown) AI intermediote suppom: 2 inches on one side lide of major ribl_ Slondord ~ing 24 inch o,c .Y.ax.imum ~ing 48 inch o,c, Stitch \Cr~ recommended every 20 Inchel, minimum 2" 2" <;...'::J ~ D:ISCLOSURE STATEMENT FOR OWNER () C~TY OF" -ZEPRYRH:ILLS BU:ILD:ING DEPARTMENT :I, C y tt z-- A li-M 2-d k -Lhave read and, fuJ.~y agree to the provisions of this instrument. understand and' The undersi~ed states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domici~e~, that he or she actua~~y occupies, or wi~~ occupy by said domici~e, and same is not for rent, ~ease or sa~e. That he or she sha~~ comp~y with the :fo~~oWing conditions.: ~. That the owner and he or she a~one sha.J.~ act as the bui~der 'for a~~ phases of " construction. 2. That the owner wi~~ comp~y with a~~ provisions of the City of Zephyrhi~~s ordinances and codes pertinent to 'the bui~ding. 3. That in the event various phases of construction are subcontracted, he wi~~ engage o~y proper~y ~icensed subcontractors and wi~~ persona~~y supervise such work." 4 . That in the event the Bui~ding :Inspector sha~~ require corrections to be made, the owner wi~~ assume fuJ.~responsibi~ity to insure they are made, and upon comp~etion wi~i cal~ for a reinspection before proceeding with the bui~ding. 5. That the oWner sha~~ assume fuJ.J. responsib.i~ity for the construction and wi~~ not expect supervision of his Work from the City of Zephyrhi~~s Bui~ding Department. 6. That prior to ~inal inspection any additiona~ fees, inc~uding reinspection fees, must be paid in fuJ.~. A written request from this office shall . constitute' an officia~ notice,to pay additional fees. 7. That the owner shal~ comply with a~~ City, State and Federal ~aws' in regard to social security, workman's compensation, lien ~aws" etc., where app~icable. 8 . That the owner shal~ comp~y wi th a~l the safety codes issued by the Florida :Industria~ Commission. . 9. State ~aw requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that ~aw. The exemption a~lows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a ~icense. You must provide direct onsite supervision of the construction yourse~f. You may build or impr~e .a one-fami~y or tWO-family residence or a far.m outbui~ding. You may a~so bui~d or improve a commercial building, provided your costs do not exceed $25,000. The bui~ding or residence must be for your own use or occupancy. :It may not be built or s~stantial~y improved for sale or lease. :If you s~~ ;or' lease a bui~ding yotihave built or .substantia~ly improved your~elf within 1 year after the construction is comp~ete, the law wi~~ presUme "that you built or substantially improved if for sa~e or lease, which is a violation of this exemption. You may not hire an ~icensed person to act as your contractor or to supervise people working on your building. :It is your responsibi~i ty to make sure that peop~e employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not, delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must 'deduct F.I.C.A. and rlthholding tax' and provide workers' compensation for that employee, a~l as prescribed by 1aw. Your construction must comply wi th a~~ appli-cable laws, ordinances, building codes, and zoning r~e' ations. ," OWNER'S SIGNATURE _~ 0..' _ hL:'r ~.~L DATE 9-0 -Cl 6 r ADDRESS ~ l'RONE WITNESS PElUC:T " #: