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Home My WebLink About21-1531 s City Of Zephyrhills PERMITNUMBER. 5335 Eighth Street }- Zephyrhills, FL 33542 BGR-001631-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 04/05/2021 Permit Type: Building General (Residential) Property Number Street Address 12 26 210040 00400 0070 5410 Tangerine Drive Owner Information Permit Information Cor tractor:Information Name: JOYCE PERRONE Permit Type:Building General(Residential) Contractor:ACTION ROOFING AND Class of Work:Reroof ALUMINUM LLC Address: 5410 Tangerine Dr Total Valuation:$8,500.00 ZEPHYRHILLS,FL 33542 Total Fees:$82.50 Phone: (813)917-3825 Amount Paid:$82.50 Date Paid:4/5/2021 12:16:01 PM n Ci Project Description REROOF METAL Application,Fees-; Building Permit Fee $82.50 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACferolqLATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-ooza City of Zephyrt)ills Permit Application Fax-8t3-780•0021 Building Department Date Received �3aJ Phone Contact for Permitting 813 713 _ — 1313 !ea"a:lair'■ as.s�.ais t:st#'ti Owners Name JOYCE PERRONE owner Phona Number 813-917-3825 ILI Owner's Address 5410 TANGERINE DR Owner phone Number Fee Simple Titleholder Name . � Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5410 TANGERINE DR LOT# 07 SUBDIVISION IZEPHYR HEIGHTS PARCEL ID# 12-26-21-0040-00400-0070 1097AINE13 FROM PROPERTY TAx NOTICE) WORK PROPOSED e NEW CONSTR R ADD/ALT SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL = DESCRIPTION OF WORK ROOF OVER SHINGLES W/GULF RIB METAL BUILDING SIZE 960 SQ FOOTAGE 21 SQ HEIGHT =BUILDING $8,500 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING 1$ � • �� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / =GAS 0 ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES BUILDER COMPANY �� SIGNATURE REGISTBim L...:'N FEEGl1RnEN I Y/N Address 'License 1 ELECTRICIAN COMPANY MOi SIGNATURE Y I N FEE CURREN Y I N 111 Addraas Ucense# PLUNGER COMPANY �cURREN YIN SIGNATURE Address Ucense# F MECHANICAL COMPANY SIGNATURE REGISTERM YIN FEECURREN Y/N Address Ucense# F I OTHER COMPANY ACTION ROOFING&ALUMINUM LW SIGNATURE REOSTEREa N FrECuRREN LQJNJ Address 8225 LASS RD Z PNYRkLLS FL Ucense,# RC 29027733 .aaat.ait.Ea 3 3[II.#E1.aZ.11.11Xjl:aII 21i.1-1ZE.#t-liS.fia1aSa2.ititit11.11$1t251.1xi.ts1-2.itVI1#2:1.11 RESIDENTIAL Attach(2)Plot Plans;(2)sets of guiding plans:(1)set of Energy Forms;R-O-W Permit for new COnsi uadon, Minimum ten(10)working days after submittal date,Required onsite•Construction Platys.Stormwater Plans w/Slit Fence installed, Sanitary Facilities&I dumpster,Site Work permit for subdivisionstiarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safely Page;(1)set of Energy Fors.R-O-W Permit for new construction. Minimum tan(10)working days after submittal date.Required onsite,Construction Piarts.Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compllance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. i Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(AIC upgrades over$7500) Agent{for the contractor)or Power of Attorney(for the ovmet)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AIC Fences(Plot/Survey/Footage) DrivewaWNot over Counter if on public roaW ays-needs ROW b13-7804020 City of Zephyrhills Permit Application Fa*613.78"D21 Building Department 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 contractoror contractors to undertake work,they maybe tequifed to be licensed in accordance with state arid local regulations.if the contractor Is not licensed as required bylaw.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 Bolding inspection Division—Licensing Section at 727-847-8009' Furthermore,If the owner has,hired a contractor or contractors,he is advised to have the contractors)sign potions ofthe'contractor Bmek'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 prhnleges in Pasco County. TRANSPORTATION INIPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Reeovery: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 suc h 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 WatedSewer Impact fees are due,they must be paid prior ta_pernit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as emended):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 Cbnstruction Uen;Laww omeowner'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. CONTRACTOWSIOW NEWS AFFIDAVIT.1 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 developmenL Application Is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or Installation has commenced priorto Issuance of a permit and that all work well 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 undejstand that the regulations of other government agencies may apply to the intended work,and that It is my responsibility to Idenity 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,WaterMastewater 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 Serv_iceslEnvironmental 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 flu: j - 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 constriction,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,.) 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•isstfed 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 Worn the owner of the permitting conditions set forth In this affidavit prior to commencing construction.I understand that a separate,Periwd 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 wnlh 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 Budding Official from thereafter requiring a correction of errors in plans,constniclion 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 peroi[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 j exceed ninety(90)days,and will demonstrate justifi ca able use for the extension.If cork 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 FLORIDA JURAT(F.S.117.03) OW NER OR AGENT COf4TRACTO Subsriibed and swum to(or affirmed)before me this Subscribed anti m to(or-affirmed)be .this by by Who is/are personally known to me orhasthave produced Who islare personally known to me or hasihawe produced -as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped INSTR#2021032361 OR BK 10281 PG 2450 Page 1 of 1 ' 02/17/2021 01:25 PM Rcpt:2262286 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq., Pasco County Clerk&Comptroller N£ET=Or-C-AMM4wWFr FLORIDA , PAS- CO �.__...R_�,,�c��a:,�sea. On C'Sf.^s'O:d �aR,.S7i1L7S`�E" �W�CS 2'26-2 -oO�F/ 0-0o'T/�OO—o0l7 o 5410 TANGERINF DR z Qom-- METAL.. 3. ;.b;.-ssrtsS�ra:;:,crtt�scsT',�sLv :sdl�•sl�fc�;��-�- JOYCE PERRONE 5410 TAWERINE DR ZEPHYRHILLS FL ZE - OWNERS — - E a. fir.AQ7UCW F�IG A 0 ALIE s`=0 M :tea M6 CASS RD ri LLF�f M--c=c?F:- :�!^ci •L 2 ten^us^n a^ r'a ^u - ��^Y�tr:�to sew+. r. z3 Td.Mlr�41��r,�cY3c ,�•;.r'adi�:.ca: • t7� �nCL'.VC2^ihc`�[."�`32""y�:sA7:' at^ 17433.1;bj,trnl�F.: ^^ fl. Fi'�2:;7�S��i: ��ut.'.¢...�.^•�{�cr �C.s''�t�;rw:Ssst>'.:�C�u�:.3,.''7�c�"�'^•W.:v�.wL^�Y:,..�...��i� ' c-.rr.��ryLhb�yasrG•��carev:..�'Cica•`•,».sad.;lsea•:t�irscs"Y�}: r�s�. � cjm searP.►�t Met Vr:MMice-RAFTWMG 11OMW TMIMMOFCoWM=121fr a l`'.rM CC:15t c S FAR-pl.�.IA4dT4314 a FUDF=$C0.'[UM AM CIAN a a 0•=P'AYM 7l;M M. "-"�at0`•2fErldFv^TO 7CM S•tTt��.t Y. R G2111M OF=40MMMWF� fi.'aCD�7s'�!:�c�•irSSfK.;;.r`•.,"''i..;:TCIr ��ri`��"'at i:��C'RCA..�ry�liASE€31i74G''a�'T.�+Jr'�YJ!` 2F..�^C6t:511L7 '7 2iYC-u'�'.r,:',:cF1'�n3�?iA'�F�i.�.:c�,� �''�`�'=ii.3:u::T.i:S `•^ ul.^..�^acr"D.i��L:L�.''��rtSr'C�' .':L 11^.�'.a�';..•,.:=,frf�cv,t�.^...r..�L"...ih�:^.;...^.jCi�`..�:..�tt�.h.Cd ,":..7 wFiw;. .,.:'._'".:3a.."«."'Li:l.'r':L:'Si3� w Pil•RJ'ti��'.r.V.�...N Sir....... �� LiA1�'Jr"^cLQ tfCAgAA1 � r •w�. C^•�..Cl�'•'�iC�'SCiLC'va4J'3�k • OMW r. , ASS '�Y•..r.••�� K - ��d � V �. Y.3..1�^ �-+- • i•.��V.0 M1'V �..�i �'v.�./ Ytrr•�..•�"r./ir13+•w�=`Fli �G.. ".'..w'w-...'—"t•,...1 r2—Wr �dK'� No Public Stale of Florida David W.lycans c My CoMMission GG 256821 qRd� Expires 11118=22 �Cozi*� G61fPLY & MANUFACTURING GULF"9D) R TM FLORIDA PRODUCT APPROVAL NO. 11651.19 R3 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfPBRTm Roof Panel over 15132" Plywood Florida Product Approval #11651.19 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 `��`��'' Newberry, FL 32669 ;�••�PN1EL S..M�y,�� Engineer Evaluator: '*.• No. 7s51s Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 ;gyp•, STATE OF ,•Q; OR10 %•\��,. Validator: �•,S,pNAL ENG Locke Bowden, P.E. #49704 �'''' '' `10/05/poi 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.19 R3•OCTOBER 5,2017 M:ODUCT , ® REPORT • SUPPLY & MANUFACTURING PIPI R VA L G61iCozk GULFF": RTM PLYWOOD26 GLIAGE GULIFPBR TM PANEL OVER 15/32" FLORIDA PRODUCT APPROVAL NO. 11651.19 R3 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: GuIfPBRTm Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/3z" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 1�'/a" Tall Rib at 12" O.C. Panel Fastener: #9-15x1.5" with sealing washing, 1/a-14 x 7/8" HWH Lap Screw with sealing washer at 24" O.C. Maximum at the panel side laps or approved equals 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 60.5 psf 154.75 psf Fastener Pattern 12"-12"-12" 7"-5"-7"-5"-7" Fastener Spacing 2411 Design Pressure includes a Safety Factor=2.0. FL#11651.19 R3•OCTOBER 5,2017 . ® • EVALUATI1101114REPORT ENGINEERING,KUHN FtORIDA,PRODUCT A . . s � Golf co�\�t SUPPLY & MANUFACTURING GU ;LFHDD ! RTM 26 GLIAGE .;. PANEL TM . . . . FLORIDA PRODUCT APPROVAL NO. 11651.19 R3 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 12 5-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. • TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00-Accel.Weathering ASTM G 155/Salt Spray ASTM B 117. Reference Data: 1. TAS 125-03: UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0062T-07G-I, Dated 02/19/2007 2, TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654) Report No.T132-07, Dated 02/28/2007 Report No.T271-08, Dated 10/13/2008 3. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. ASTM G 26 is equivalent to ASTM G 155. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651_19 R3•OCTOBER 5,2017 PRODUCT ® • . G61ICo�*s t SUPPLY & MANUFACTURING Y GULF12)FDID)n TM PLYWOOD FLORIDA TM Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4 Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. FL#11651.19 R3•OCTOBER 5,2017 PRODUCT REPORT ■ ENGINEERING, �Coa�ENGINEEVS LOAD . : Gulf SUPPLY & MANUFACTURING GULFPH RUTIM • GUAGE GULFPBR TM PANEL OVER • • FLORIDA PRODUCT APPROVAL • TM ENGINEER LOAD TABLE: 26 Ga. Gulf PBRTM Panel over 15/32" Plywood ;. ".�`.�' '"+�:>i,�i„'y,. •�3�Sa.�i t?�=. ;e�,-w - - :t-.a�,'.,"..�•..,..,,i,-- -_ �i Via' �'�'s�v-r:,�i':` �•. a-R"oof_"Mean'`HeI ht a20 .0 "-Roof S `` ;ti �B: ildings hauirl.g g ,< Y lope "Z� /12 = 1,Z:"/12G"able orWlpRoofi W'Ind Speeds 1�20` ' 4;80rn h''Ex osure C'IRIs ""� '° �` W y, p ,� p ,. ategory II,.Enclosed#Building abased"on Florida Building~Code 2017. : 3 " 120 130 140 150 160 170 x 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ,�w•+r:;�;' .ae. Fa adiL c�, s.v.v - h _.kr tt.5p" ' ' $. ZONE,1 #9 1'Sx15" Pf vVOOd 24 TYPE 1 24";TYPE 1, 24" TYPE 1 LOU•y fi p `24':,TYPE 1' s24,, TYPE 1„ 24�;TaYPE 1 ,2 TjYPE�1 %,�i1':��".�4.i: u, h'�,«'^:1• dtn. ¢ t+ro+R n sir ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 12",TYPE 2 ' at y4� 1'-. ;k .A*;y;• -- :.,,. ,3{�;*. .ry•'i�. e9 - a's:q.',+9: -_ „.a•.,..:4 � ` " ^ .,.., �+." k•a,tstld �. `:k'bm4'dti:., ^ZONE 3, #9.15x15"1 �, 7PI ViiOotlY" 24& TYPE 1 24";TYPEr1 12 TYPE"2 12 TYPE 2 �12n°TYPE;:2 Mr"12 TYPE 2 12'' TY z `t. n P r y PE�2• 3 a d ; 1.)PANEL DESCRIPTION:GULFPBRTM, MIN.26 GA., GRADE 80,36"COVERAGE, 1'/4"TALL. 2.)PANEL FASTENER:#9-15X1.5" W/SEALING WASHER OR APPROVED EQ., 1/4-14X7/8" LAP SCREW MAX.24"O.C. IN PANEL SIDELAP. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:60.5 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 154.75 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.75/sz" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. NIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 2 ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ------------------ :::�a less than either 4%of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN RIDGE #14 x 7/8"Lap Tek @ 24"o.o. At Panel Lap -- ----- —12" 1211 ---------- ZONE 1 -------- ----�� ` #9-15 x 1-1/2" Continuous tape seal EAVE @ 12"-12"-12" for use on slopes ZONE GABLE ROOF a Pattern 24"O.C. less than 3:12. ------ a � --- ------ � TYPE 2 FASTENER PATTERN RIDGE #14 x 7/8"Lap Tek @ 24"ox — ------------- a ZONE 1 #--------------------- 9-15 x 1-1/2" Continuous tape seal @ 7"-5"-7"-5"-7" for use on slopes ZONE3 EAVE Pattern @ 24"O.C. less than 3:12. FL#11651.19 R3•OCTOBER 5,2017 . ® ! ® . •