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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: ' Z PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES , BUILDING&CODE REGULATION DIVISION IICOUNTY 2300 VIRGINIA AVENUE -. R_.._._.._��, t _ FORT PIERCE, 9825652 (772)462-1553 2 462-1578 APPLICATION FOR BM A REVISIONS PROJECT INFO G 1. LOCATION/SITE ryt9A ADDRESS: 7 -J i^ D A(C S T�tz , Ak 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: n 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: aS?::�L-. ST.LUCJE COUNTY CERT.#: BUSINESS NAME: S�W2_Com, ,"SL----,p -rz C QUALIFIERS NAME: � �a -I-L 4 rTA ADDRESS: 34 S-S Sw Pati.-co S r. CITY: STATE: ZIP: =3-3 PHONE(DAYTIME): 9?-2-31--1-"f-LL-t V.*) FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY; STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 1 1 PAUL WELCH INC. Mechanical Electrical Civil Engineering,.- 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772)785 -9888 Email pwelchinc@aol.com P k4 March 29,2017 Re: Williams Re-Roof h10A( 2675 Twin Oaks Trail Fort Pierce,FL 34945 SCOPE OF WORK: Remove existing roofing and install new 5-V Crimp Metal Roof(Gulf Coast Supply& Manufacturing FL# 11651.13) at above referenced residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2014 ASCE?-10 PROJECT DATA: BUILDING HIEGHT= 10' sr.LucIE couNnr A=3' BUILDING DIVISION MEAN ROOF HIEGHT=<15' �0REVIEWED ROOF ANGLE=3:12 FREVIEWED BY NCE SHAPE=PITCHED GABLE PLANS AND PE MIT RVIPROTANCE FACTOR= 1.00I MUST BE KEPT ON JOB OR WIND VELOCITY V ult= 160 MPH NO INSPECTION WILL 8E MADE WIND VELOCITY V asd= 124 MPH EXPOSURE=C ENCLOSURE CLASS =ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (usft ZONE 1 (Field)=-30.7 ZONE 2(Perimeter/Ridge) _-51.9 M'�jB� ZONE 3 (Corners) �7 ! •L Z•�' '!•„A., t�, y .H• `i s C 'k a\4''�N'W", s z . �,tP, Welch Inc. ,pawl y_�elcl�LP E. Reg.No. 29945 " aViarch 29,2017 2675 Twin Oaks Trail Fort Pierce, FLS, ^ � s :;�;, b _ 1 of 4 t J. i METAL ROOFING ATTACHMENT REQUIREMENTS: Metal roofing to be attached with#9 - 15 x 1 lh"long(minimum 1/a"penetration through plywood sheathing) Woodgrip screws with weather sealing washers spacing as follows: ALL.EASTE�INT RIB-OF T-BE PANEL ZONE 1 (Field): Fasteners in ribs (Type 1 per product approval) at 16" O.C. ZONE 2 (Perimeter/Ridge): Fasteners in ribs (Type 1 per product approval) at 16" O.C. ZONE 3 (Corners): " Fasteners in ribs (Type 1 per product approval) at 16" O.C. OAf Zones 1,2& 3 Design uplift Pressure: -94.25 psf Zones 1,2 &3: 94.25 >76.2> 51.9>30.7 Therefore O.K. NOTE: CONTINUOUS APPROVED LAP SEALANT MUST BE USED AT ALL PANEL SIDELAPS FOR SLOPES LESS THAN 3:12. UNDERLAYMENT: Underlayment shall be Tri-Built Roofing Products FL# 16048.1 "Tri-Built S/A HT TU". While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place,peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond.Horizontal seams should be minimum 3-inches, configured to shed water.Vertical seams should be 6inches and staggered not less than 2-ft from vertical seams in the course below.All over-granule end- laps shall be sealed using either heat-welding or hot air welding techniques. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at-thekldgest p(?,m -and work upward. Weldh Inc. i � t Ta Welch '_E R'eg.No. 29945 March 29 2017 2675 Twin Oaks Trail Fort Pierce,FL 2 of ,� ,cit ,�`,,:�•� ->w <,� .:�'. c^moi,r DECK INSTALLATION: Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C. perimeter and 6" O.C. field for all zones. All work to be in compliance with product approval (FL# 11651.13), (FL# 10648.1), manufacturer's specifications, and the Florida.Building Code 2014. All via/ 0 !I.IAS.;. 1`,�• *� �?��bi �`• 1��` Paullch Inc. ; Pal Welch Pik Reg.No. 29945 2017 2675 Twin Oaks Trail Fort Pierce,FL zfr�� g "' " _ r E T + Ebv E'7 5A Y¢ Q1DlaE1 �„ m 4 . r y w �avti p . y 'd yd (1 ROOF PLAN. nts....... NOTE:ZONES NOT SHOWN ALL ZONES REQUIRE-SAME ATTACHMENT NOTE: CONTINUOUS APPROVED LAP SEALAN,T9ITJ5T_BE USED AT ALL PANEL SIDELAPS FOR SLOPES LESS THAN 3 12. Al>>,•: �2, d�t �''!, k T 'aul Welch Inc. Y fi��R �PauY'kW e 6E--'-'PE Reg.No.29945 sSarch29 ,2017 4 Of 4 2675 Twin Oaks Trail Fort Pierce,FL BCIS Home Log In User Registration Hot Topics Sub 1 urcharge Stats&Facts I Pi �Ud . Product Approval USER: Public User x Product Anuroval Menu > Product or Aoolication Search >Application List ' 3 Search Criteria Code Version 2014 FL# Application Type ALL - Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Exl Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - App lications FL* Type Manufacturer FL11651-R2 Revision Gulf Coast Supply & Manufacturing, LLC. History FL*: FL11651.13 Model: 26 Ga. 5V Crimp Description: 26 Ga. 5V Crimp over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commis! Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy S Under Florida law,email addresses are public records.If you do not want your e-mail address rel electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you hav Section 455.275(1),Florida Statutes,effective October 1,2012, licensees licensed under Chapter 4! they have one.The emails provided may be used for official communication with.the licensee. How supply a personal address, please provide the Department with an email address which can be made Chapter 455, F.S., please click here. Product Approval Accepts: !a� ;Th Ir y�•\ •� ® iC.�lBL i9 � •i v '.00 Gulf SUPPLY & MANUFACTURING 5 V C �"R" ti „' v 26 GA. • ROOF PANEL OVER • • • i FLORIDA PRODUCT Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, tT. 26 Ga. 5V Cr®mp Roof Pane/over 15132"P11eo®�1� Florida Product Approval #11651.13 R2 ' Florida Building Code 2014 Per Rule 61 G20-3 & ' Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ��►��t+t�,,f Newberry, FL 32669 S. + �XCEIVS�,•y�� Engineer Evaluator: Z* . No. 7,,;51,9 • Dart Kuhn, PE. #75519 - Florida Evaluation ANE ID: 10743 STATE - ' s p • OF 'Q • i + Validator: , SSS/�° Locke Bowden, IgE. #49704ONAL E��.�`' 9450 Alysbury Place '# ►0� �r� <a n-7 , G :7 Montgomery, AL 36117 of 017L15 1( Contents: Evaluation Report Pages 1 —5 FL#11651.13 R2.1UNE 15,2015 KUHN ENGINEERING, ® p n0D ® GuIfCo� SUPPLY & MANUFACTURING 5VCRI, MP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 w, rn.^ Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel,26 Ga. Steel, 24" Coverage,through fastened roof panel with fasteners in the panel flat over minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/-a" 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 2014. Design Uplift Pressures: Table"A" t 9.4.x * Mai�fur Totifpl ,Q Fastener P�essrne� 945psf 1 t3 s � `j u.b.. .,.w._ s Fastener Pattern 12"-12" 9.5"-2"-9.5" �asterie� PaltecrtSacing ,>� �f6O�C � �r, X16 _t�.4.:.., -.<..,.. k._ .,s:,yre-_.�a. x._hr...,.•s. .r._..a._ ,� r.PfiX'w«,.,vu.__.�s v'L^`.� .r .... ....a,. .v Design Pressure includes a Safety Factor=2.0. ry U FL#11651.13 R2•JUNE 15,2015 v, r .� KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE. BOCA RATON. FL 33498 s .tyre-u vK- V SUPPiY & PuiAi�fUFACTIiRi�lG G ull 'C.o a�- 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER PLYWOOD* 1 FLORIDA PRODUCT ■ ■ O O: 11651.13 y Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3- Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0053T-05 & 117-0331T-08 2. 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 1897-04 test standard. 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 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. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. 1.; z FL#11651.13 R2•JUNE 15,2015 �'�" Y.�"YJ'�•'3.4i-:�X.¢-:}. 7 } - y s'1.'�� -"�'ta-YS�usa � KUHN Y • I , b ®' A 1• b b ® Od 6 D b A.'L d Guifco�Nf Y't id Tl SUPPLY & MANUFACTURING 5VCRIMP 26 GA. SVCRIMP ROOF PANEL OVER 15/32" PLYWOOD* FLORiDA PRODUCT APPROVAL NO. 11651.13 R2 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 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. A FL#11651.13 R2•JUNE 15,2015 t!! O -aaw SUPPLY & MANUFACTURING 5VCRIMP • 5VCRIMP ROOF • • PANEL OVER 15/32" PLYWOOD* FLORIDA • • • , APPROVAL • • _ 11651.13 - ENGINEER LOAD TABLE:26 Ga.SVCrimp Roof.Pane_ 1 over 15/32 Plywood �'� raid.. '�"„^.•-�, -r -r-eiTz�^•<..i',�E'��".,x `'cam- ,�' fes- "'=�' � n �.'�,•�"�ast -=S`s.�S 475'rsn -..7c'k-�,'c, rF., 6utldtn,n's vto o� 1S�ea�, ,:_ < t�` ;. 00fST� e '$ly` y', rb to>4 Pvoc� ) fnd,+Speecss120- f 1;8orr�P"fx,>✓xposwu� C��rslc� �e �or'�i{"�dOs�d�t�iltl> ��bas�ed o�F�o�r)aBu�t�zzq C�la�,�.��k��a�-�,� ��_x��Y.,�` 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1W (MIN.15/32") ON CENTER ON CENTER ON.-CENTER CIN CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING -SPACING SPACING SPACING SPACING ZG40_559= , 99,40 PIP' 16 �T " �1fi:TYPE`1x 16TYP lv�F1STYP �E tIPE 1SyTaYPE 1v W-Mv„r .-(,�., ZONE 2 #9-15X1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 - �ZONE-3�'� '^ t "`,.`',^-- ,. � S•-�",*°� 94 �c�`CY�`'�v �:. '�� r r,.� ,G'2a�y.�•. �r� ;�?.ice��..Ysrtt. »,�.�"�' .f ��k „,s '..- 1.)PANEL DESCRIPTION:5V CRIMP, MIN_26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN.1/4" PENETRATION. 3.)MAXIMUM'ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.Is/-a"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 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 2014 1_11ZONE 2 HIP ROOF ZONE 3- a; Note:Dimension(a)is defined as 10%of the minimum width of the building or .a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. > r RIDGE < TYPE 1 FASTENER PATTERN - - - (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 12 12 — tv EAVE At Panel Lap ZONE 2 GABLE ROOF ti -� ------------------- —ia TYPE 2 FASTENER PATTERN /r-RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer ------ y---------------- .a � -- --------------------- 2"x-9.5" 'I -9.5" 2111 ZONE f f\\ e. ,�I '-ZONE '-EAVE � �f r� t CV FL#11651 13 R2•JUNE 15 2015 '.4; gg a. }., 11670 ISLAND LAKES LAN'E. BOCA RXI'ON, Fl, ',33498 - FL OCA 4.330464