Loading...
825 Sherry Dr ROOF20-0010 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER , , 0ROO F20-0010 CITY OF ATLANTIC BEACH ISSUED: 3/11/2020 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 9/7/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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 districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 825 SHERRY DRIVE ROOF NON SHINGLE METAL ROOF $2300.00 TYPE OF [ REAL ESTATE 1 ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: COMPANY: I ADDRESS: CITY: STATE: ZIP: BOBBY CAMPBELL 114 N WALNUT ST STARKE FL 32091 ROOFING INC OWNER: ADDRESS: CITY: STATE: ZIP: BAR REALTY GROUP LLC 7314 RAMOTH DR JACKSONVILLE FL 32226 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.21 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL:$151.71 Issued Date:3/11/2020 1 of 2 ,,'re ROOF NON SHINGLE PERMIT PERMIT NUMBER s1A � ROOF20-0010 ik ' . CITY OF ATLANTIC BEACH D' x 800 SEMINOLE ROAD ISSUED: 3/11/2020 013 99.e ATLANTIC BEACH, FL 32233 EXPIRES: 9/7/2020 Issued Date:3/11/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) `i 800 Seminole Road 7 J r� Atlantic Beach, Florida 32233-5445 �� �Z o ��� \J v Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: z 2,C) 2_QZ0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: &Z S ��12 2 " Qtpartment review required Yes No r II �S (,d ..Building Applicant: DOb CC ( Planning &Zoning [ Tree Administrator (� Project: / - f --1/\(_ (cOOF Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District (��}- Army Corps of Engineers Y'1 Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. i Denied. Not applicable (Circle one.) Comments: BUILDI e PLANNING &ZONING Reviewed by: /7/ Date�� 21J TREE ADMIN. Second Review: Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:Vi t3 FIRE SERVICES Third Review: Approved as revised. De d. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION ' / 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY A-,,:;:,), -,-- IS REQUIRED. Phone: (904) 247-5826 Email: Building-Det cpab.us I Job Address: ?j D C- s ke t t 'or, Permit Number: �� ('?(�Z�' - C' (' i n� S^%`t (6—ZS •2`iE: ; l241. f-AM-it (3un ,(/,SS'74torzrA—PI' C-ot4i�f,VrriCh c Legal Description (_c f-yc'. y,cc'F• U�,,,,ythtreav 4o%t e, Wit( 17yre aft st /0 RE# l('l i�} Uu I'� Valuation of Work(Replacement Cost) $ 2,•3 C'0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: , Jew DAddition DAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): OCommercial DResidential • If an existing structure, is a fire sprinkler system installed?: DYes DNo • Will tree(,)be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) DNo Describe in detail the type of work to be performed: ' _c• 1Lcj/ f 92 �j,A I F L;,/( /e p1/ (5.4.4„„),,) S cr.,0) Florida Product Approval#,/I/;»d/7-0c20:U; for multiple products use product approval form Property Owner Information Name 6;4k ,EC---/1—1 ri) Eil•Clh -C Address ?ZS �i�eft�/ AT, City . -H c ,k--i k c b , State -F I. Zip ?Z f j Phone 90 ct yyr? ego 2 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Boir In (CO-1Vc'" het( --)1 Qualifying Agent l obdv Coy)[' / Address ./5 el mw 10 S/-c o2 pt 1 Poe' City`ZF•-` „ State (. Zip '3 2 5 1 Office Phone 4UY (--(y le? ec? Job Site Contact Nurfiber State Certification/Registration# CC-C 13 7 6 3 CZ E-Mail 13t 6 koy Cµ bp bff//:)cc- , 1Y/ Lica r Lc't('. Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer P i 54- OR Exempt o Expiration Date /O ZV Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work r installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICA{.WQRIE;1?L1il,VIB1NG,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In adtTontothe r9qufferi-ients 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 districts,state agencies,or federal agencies. FEB 2 0 2020 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO kt 'l ►treI't RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPS TAY. I "—befi tt`iii' ��l' TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECffltDING YOUR NOTICE OF COMMENCEMENT (Signature of Owner or Agent) (Signature of Contractor) Si ed and sworn to(or affirmed)before me this /?day of Si ned and sworn to(or affirmed)before me this 1 ?day of 'y,4-. , 20 2c,by /544 K'�r./.t (i r 29z� ,by 4574,(7. 67,re�% ' nature of Notary) (Signature of Notary) a JASON E.PIERCE `� P` �t MY COMMISSION#GG 009876 7.2,,,, .. = JASON E.PIERCE Personally Known OR :�' �= Personally Known OR +; MY COMMISSION#GG 009876 �o B EXPIRES:Jul 7 2020 ;;r'.'��: EXPIRES:Jul 7, [ ]Produced Identification "'.f� ° Bonded Thru Notary Public Underwriters ]Produced Identification :q;0 Bonded Thru Nota Y 2020 Type of Identification: __ pe of Identification: Notary Public OFFICE COPY Revision Request/Correction to Comments *ALL INFORMATION <#15,� �., HIGHLIGHTED IN k City of Atlantic Beach Building Department GRAY IS REQUIRED. siiiy 800 Seminole Rd, Atlantic Beach, FL 32233 v-4--„'., Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#A.<OOFZL k- <- ❑ Revision to Issued Permit OR -Corrections to Comments Date: 3'" S' (,/ e-=CoProject Address: 8 Z S 4,,r U Se-- Contractor/Contact ntractor/Contact Name:/3,/,A7 Co- e/ Contact Phone:A 47 CoArie, Email: /SoL`1r (c.< 4z1//2-�� ���er4 `�� ` Q0`1 (7/F '2P� Z Description of Proposed Revision/Corrections: 1;:-?„ G r .,'\ '_, _\ _LI, r fil//‘. ‘/7 r` 1 (4 s f-t-UCf 1 ,AS .. t MAR 5 2020 I _3-7;r�-� Pci/`t f affirm the revision/correction to comments 0,1hAve.pf the.proposed,chapgges. d.iy ui f-ii.ti:,iRIC i .O]Cil, i-L. (printed name) • Will posed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • �Willl oossed revision/corrections add additional increase in building value to original submittal? Q�No ❑*Yes (additional increase in building value:$ ) (Contra t must sign if increase in valuation) *Signature of Contractor/Agent: 4pproved (Office Use Only) enied ❑ Not Applicable to Department Permit Fee a ue$ Cl• ) 3 1,10cm /� L Revision/Plan Review Comments 7/1�fehrm ed, 1 ind A IS'v I rrl i )4'el g rl o I- c..t•Ad— Iva S Rep•sidti ,h PA in iZ.evie(.t,. c_cent Review Required: M Building / 1 Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 3//0/ 26 Public Safety Date Fire Services Updated 10/17/18 CITY OF ATLANTIC BEACH ''j ` OFFICE 800 SEMINOLE ROAD 'L;rCOPY ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 3/10/2020 Permit#: ROOF20-0010 Site Address: 825 SHERRY DRIVE Review Status: Denied RE#: Applicant: BOBBY CAMPBELL ROOFING INC Property Owner: BAR REALTY GROUP LLC Email: BOBBYCAMPBELLROOFING@YAHOO.COM Email: Phone: 9044492802 Phone: 9044492802 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments:------- 1. mit 2 copies each of the manufacturer's installation instructions and evaluatio reports o the product approval number submitted for this metal roof. If unsure how to do this set up a meeting to m et me at the Building Department of Atlantic Beach to discuss. N.. v///,,,Building / r jp Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us et 4/&k., C'rna►Jt'd 7 c'to ,rrf?( Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date t-Y " ., YA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r- I7.3 v) ATLANTIC BEACH, FL 32233 OFFICE COPY r (904) 247-5800 BUILDING REVIEW COMMENTS Date: 3/3/2020 Permit#: ROOF20-0010 Site Address: 825 SHERRY DRIVE Review Status: Denied RE#: Applicant: BOBBY CAMPBELL ROOFING INC Property Owner: BAR REALTY GROUP LLC Email: BOBBYCAMPBELLROOFING@YAHOO.COM Email: Phone: 9044492802 Phone: 9044492802 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correct' Comments: 1. The reviews for this permit application is the same review comments as was esu nt for the 0 12th roof permit application. Building fi‘. Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us k, �,,,,, >�,��►� e r o (1/441 rr a- 7. 3. 2v Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. RsgQE(MY OFFICE COPY EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 'NOM 0.032" THICK ALUMINUM IMAGE II PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 11560.2-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 31.4 Street, Suite 200 Louisville, KY 40202 Telephone: (502)855-4300 Fax: (502)855-4200 Prepared By: Bala Sockalingam, Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) ��.•�` S��K /a,,�f� Load Span Table(1 Page) � �, ., • .,.i, e. * No 62240• ••� ZJ : • Report No. C2181-2 ,0 ,TATE 0 . Date: 9.8.2017 ' 0S•' 00 0 •'\`t,� 1 FL 11560.2-R3 C2181-2 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Aluminum Image II Panel Description: Max. 16"wide coverage with 1"high ribs Materials: Nom. 0.032"thick 3004-H14 or 3105-H24 Alloy(ASTM B209). Deck Description: Min. 7/16" thick OSB, min. 15/32" thick Plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the deck field and edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 22.5 psf @ fastener spacing of 24" o.c. (Factor of Safety= 2) 107.4 psf @ fastener spacing of 6" o.c. Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/a". Test Standards: Roof assembly tested in accordance with UL5S0-94 (Rev 98) 'Uplift Resistance of Roof Assemblies' & UL 1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed iii UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: 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. The design pressure for reduced fastener spacing may be FL 11560.2-R3 C2181-2 9.8.2017 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM El 08/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 &UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No.T209-11,Reporting Date 5/27/11 ' iM/,s NEW UNDERLAYMENT _ H (REQUIRED ONLY FOR MAX. 16 NEW CONSTRUCTION) SEE ORAL 1 S PANEL FASTENER EXISTING SHINGLES \ SPACING PER ALLOWABLE ROOF PANEL (OPTIONAL) / ri r UPLIFT LOAD TABLE. EXISTING UNDERLAYNENi —058 7/18"THICK(MIN.)OR ` (OPTIONAL) A MINIMUM ATTACHMENTPLYWOOD 15/32'THICK(NLN.) A x LONG RING SHANK NAIL OR x OR )8 x 2"LONG WOOD SCREWS MIN.2X_WOOD RAFTER/JOIST/ SPACED 8 6"O.C. IN FIELD& TRUSS AT MAX. 24"DC. a EDGES OU N TYPICAL PANEL INSTALLATION X—SECTION 15k' I nim .5. 9. N NOM. 0.032"THICK dN9 ALUMINUM PANEL N NEW UNDERLAYMENT IL a N EW(REQUIREDCONSTRUCTION)ONLY FOR & 110 PANCAKE HEAD SCREWS W § EXISTING SHINGLESi L a (OPTIONAL) is - „ g � _ ci _ 0 •_�—___��___� 5 <g S 1 S SS�SSS�=SSS© j I f_-�11a :Pg n EXISTING UNDERLAYMENT GENERNOTES, N T AL (OPTIONAL) OSB 7/16`THICK(MN.)OR 1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE g3` DETAIL 1 PLYWg00 15/32"THICK(MN.) 2 ROOFDPANNELLISDIAG RE ODESHALL BE)NOM.0.032"THICK ALUMINUM. MAX.COVERING WIDTH OF PANEL= 16". 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS SPECIFIED DN THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING&THE CODE,THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WAND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. _ .. 2181-2 ME M0. 1 Or 1 METAL SALES MANUFACTURING CORPORATION Aluminum Image II Uplift Loads (Nom. 0.032" thick) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (ps fl Coverage width: 1 6" 6 107.4 8 80.5 Panel Fastener: 10 64.4 #10-12 pancake head screws 12 53.7 14 46.0 16 40.3 18 35.8 20 32.2 22 26.8 24 22.5 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 11560.2 and Metal Sales current installation procedure. 3. Three or more spans condition. tottstuttsiii *.0 S0 CK i, ts% • *. No 62240 r r : • r gip: STgTF OF •'�� < 0R IDP••\-\ �• •=k•.cb. mac) 1 1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992 OFFICE COPY MIAMIE, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION OUNTY 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoInv Gulf Coast Supply&Manufacturing LLC. 4020 SW 449Th St. Horseshoe Beach,FL.32648 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 26 ga.GulfLok Roof Panel over 15/32"Plywood deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. "Aretrevl NOA No.: 14-0520.03 MIAMNDADE COUNTY Expiration Date: 04/30/20 APPROVED Approval Date:04/30/15 Page 1 of 6 ROOFING SYSTEM APPROVAL: Category: Roofing Sub-Category: Metal,Panels(Non-Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -161 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 26 ga. GuifLok Roof Length: various TAS 110 26ga. Steel,Flouropan Coated,snap lock panel. Panel Height: 7/8" Width: 16"(coverage) Thickness: 26ga. (0.0179") Panel Clip Length: 24" TAS 110 Corrosion resistant, 24 gauge steel clip. Width: 1-3/4"long base Thickness 24 ga TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Specifications Description Manufacturer Titebond WeatherMaster TAS 132 Sealant formulated to be used with Franklin International Metal Roof Sealant metal roof sytems MANUFACTURING LOCATION: 1. Horseshoe Beach,FL. 2. Sebring,FL. 3. Stuart,FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials VLS-004-02-01 ASTM G155 02/22/13 Technologies VLS-005-02-01 ASTM B 117 02/22/13 Architectural Testing B9000.01-450-18 TAS 125 12/12/12 Farabaugh Engineering and Testing T356-10A TAS 100 07/18/13 Force Engineering and Testing, Inc. 117-0301 T-10A-C TAS 125 07/26/13 NOA No.: 14-0520.03 MIAMI•DADE COUNTY Expiration Date:04/30/20 APPROVED Approval Date:04/30/15 Page 2 of 6 APPROVED ASSEMBLIES: System: 26 ga. GulfLok Roof Panel, 16"Wide Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6"o.c. In reroofing,where the deck is less than 19/32" thick (Minimum 15/30 The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 'A"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field of the roll or any approved underlayment having a current NOA. Fire Barrier Board: 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. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in Gulf Coast Supply and Manufacturing LLC's Installation Manual. 18"wide layer of a Miami-Dade approved self-adhered underlayement membrane shall be applied on each side of the valley. Metal Panels and Install the"26 ga. GulfLok Roof Panel" including flashing penetrations,valleys,end laps Accessories: and accessories in compliance Gulf Coast Supply and Manufacturing LLC's current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured in the flange along the male rib through every precut slot(5-3/16" o.c.)with corrosion resistant#10-12 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/1F'. For Perimeter and Corner Option#2,the Panel Clip shall be placed over the male rib prior to securing the panel. Fasteners shall penetrate the clip and go through the precut slot in the male flange of the panel. The female rib of panel is installed over the male rib of panel. For Perimeter and Corner Option#1,a continuous 3/8"bead of Titebond Weathermaster is placed between the screw strip and the male vertical leg. Refer to Table A for maximum design pressures. NOA No.: 14-0520.03 MIAMI DADS COUNTY Expiration Date:04/30/20 APPROVED Approval Date:04/30/15 Page 3 of 6 TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Option#1 Option#2 Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Spacing 5-3/16"O.C. 5-3/16"o.c. 5-3/16"o.c. Sealant No Yes No Panel Clip No No Yes 1. Extrapolation shall not be allowed LIMITATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field, perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. CECOUNTY APPROVED 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0520.03 MIAMM:ADECOUNTY Expiration Date:04/30/20 APPROVED Approval Date:04/30/15 Page 4 of 6 PROFILE DRAWINGS R.060 .573 ' .225'- ----- .000 r R.146 R.084 1— -----F — ._r ,fi 688 f --8.094 .618 ---- -- - - -- .800 .923 .060 ,306Ln' ; ----____- ---------_-_ 15.975"(16"COVERAGE) -- ___.._.._-- .�• R.104 .1801 8.141 1-R.060 GULFLOK PANEL PME,HAY i I CC*TIV_l'/.i I t EEAC i>F W: tab LH ,_� r--<ti3157L GULiICg t1 MCIMAX / \çML X i SLOT + trj.W.• 11 11 Airi– CLCifY},- \ P=77r}.'E,I 111.1`—• `+- I aAy:�►E-Eft, `+_ I _' 113'&.CEN'ENEC / ---`5'� A:IIY.N Ii f L—e+1-15}M,1f)7 PERIMETER AND CORNER OPTION#1 SEALANT PLACEMENT DETAIL NOA No.: 14-0520.03 MIAMI QADE CD uNTY Expiration Date: 04/30/20 APPROVED Approval Date:04/30/15 Page 5 of 6 Gulf Lok Panel Gulf Lok Clip 24 Ga PERIMETER AND CORNER OPTION#2 PANEL CLIP PLACEMENT DETAIL 114" s--,r s� r� 24GA. CORNER CLEAT 1-314" PANEL CLIP DETAIL END OF THIS ACCEPTANCE NOA No.: 14-0520.03 MIAMFDADECOUN7Y Expiration Date: 04/30/20 APPROVED Approval Date:04/30/15 Page 6 of 6