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174 S Oceanwalk Dr ROOF19-0069 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF19-0069 �~ 800 SEMINOLE ROAD ISSUED: 8/20/2019 ry'2i319r ATLANTIC BEACH. FL 32233MUST CALL EXPIRES: 2/16/2020 • ��. • 1 1 i PM FOR ' • ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF i ' CODE, ' OF BEACH CODEOF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, 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: 174 S OCEANWALK DR ROOF NON SHINGLE metal re-roof $31500.00 TYPE OF ZONING: : • • • • GROUP: 169463 0036 OCEANWALK UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: ROMANO BROTHERS ROOFING, INC 155 E. Levy Road Atlantic Beach FL 32233 - 1- ADDRESS: �■ BROCKUNIER CRAIG K 174 OCEANWALK DR S ATLANTIC BEACH FL 32233-4678 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 • • • 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 $210.00 BUILDING PLAN CHECK 45S-0000-322-1001 0 $105.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.73 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.15 TOTAL: $322.88 Issued Date: 8/20/2019 1 of 2 rS�l,y J City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 0 V�t _ 00V Atlantic Beach, Florida 32233-5445 1 "611 Phone(904)247-5826 Fax(904)247-5845 Iff E-mail: building -dept@coab.us Date routed: [ Lt City web-site: hftp://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I S CP GL n W K Qr nt review required Yes No r Buildi Applicant: tooarX � �f�S � o)i, A(4 Planning &Zoning 1 Tree Administrator Project: +(�(\ e A-a` 4 Q - (o o 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 B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 124proved. ❑Denied. ❑Not applicable (Circle one.) Comments: YV PLANNING &ZONING Reviewed by: � Date: S TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable } Comments: Reviewed by: Date: Revised 05/19/2017 1-v VI-11-Mus (OW cCOM i` NCZ&A . T (PRVAPG lief®UPLIOA i ) Pef�iit t\lo - State of i ax its)i �, I it ffmy Cancgm: The M1 J& � O;A a.1°�s asa5 Juts n3a-,9Grapr�t�ro enf s uva79 a s}?a c to ©rt�llra�aai prat,aat:�,�� a3 s acc0r6�QTtc©w)t3a aEcti®r�713�d @ ic�rl�i� uodoe,,.he folpowi��aflF®yea�t'se}�a is s2�tQs�'spa�3s?d�i849��� COMM NCEPP�fln. t f Leg ei descripgon€f PraPerI#b5lfaag irn(aroved: �� i-i�tl \ IV ; IT ,y _ Address Werby heirt[r unproved: # cenarei d�erlption®f irtipr5yeri7elY :ResnoP - I••" u Owner r(l� G -Address Owncr's Islwrest€r?sir3 rhe Irnpi-ove:iiLsflt r � Fee 8)r:aple?IReh0irder(if OU er ffiar�cnve7er} Neine Address Contractor hamar-E,areazem itaormg 7°tc Address 165 �evysLd.arjanYlcBeen, Z 322-3a Phone No. Surety(W any) i'2k No. Address Phone No. of bond Fast No. NDt?te di3r3 add?ass c}FanypEroA r`dcirtg e!ceP, t3r;Ze cc,°strrrcti�n o;heitnarabeme�u. Nerne Address ------- Phone N©..� �a..—_ — - I NarHc of per.,on•witfiii?The zia?e of Flerlda.BtI3®r 3hzn hG;zsai;, by owner upon wr}©so fl©fleas or��Izer documanis-m2y 6e served: Name Danny 9.nDynano Address 1'a5 S.LWY Rd,Atm-the Be. *, f ex No. ' ILA edditian to hiMself;awr}ar dasignates FAe foiiawing person to Sectio;'733,06 �att�tes.(iii in at owners g' Iy,r! Faceive a copy of the Liences Noce as provided in ( /( ) orida opilos?)- Name { Address -- Pi_uite Net. —'Fan NO. � F-'iPIM ian date of Nsjcs of ence;a�ofatt drrforept date is s-p©cifled): fie®};pr t io;i date is o}?e(i)year s;o a date 'recording c N Tt3lt�3 aptOP"E��.`��s�T�O �i�� dES�'v - LL o co "SCl? M 09fTirE h -•;IS - f�;�j'� 0 �N F � V �N p I�oU� Comb P too f ly d in E tQ a.H E o flimsalf7 tarsal nd Firm aE all ternam`a mid dodamuonr hEtaln by I o 2 ore 4Rl2 and c7C�Lri'g U Doc#2019183381,OR BK 18890 Page 2241, o - r zz2w Number Pages:1 , Recorded 08/07/201912:57 PM, i RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL it A r PUUllo at Le.-j, .SE5re of ! 8 COUNTY My conrrtlssione�ires:_ Z -Y of �v.fdc RECORDING $10.00 ParsonallylCecr.,t P:educadidsn4L7caU�n� •au--- ar Building Permit Application p t /17 City of Atlantic Beach O F F I Cj E 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)2 5826 Fax:(904)247-5845 1� i Job A dress: r l Permit Number: �y OF 1 cl `" 0()`t'49 Legal Description RE#\ffl�/' _ 0 )vjf y'r Valuation of Work(Replacement Cost)$ � � I IS 0 Heated/Cooled SF 145 Non-Heat Lam; o Class of Work(Circle one): New Addit n Alteration__R�nair Mov Pool Window/D • Use of existing/proposed structure(s)(Circle one): Commercial Residential AUG _ 7 2019 • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A ® Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Remova4-,— Describe in detail the type of work to be performed: � i Florida Product Approval# for multiple products use product approval form Pro a Owner orma ca Name. (a Ict ids (/1' Address: O(.� �rll 4 State Zip Phone E-Mail Owner or Ant, Power of At ney or Agency Letter Required) Contractor Informa` in Q = .i Z ii _4 U � 0 �o Name of Compan l i��� <1 Qualif 'n gent: 1 % �!� �% an F.. Address _� City State Zip rm 0 - 1212-V H Office Phone• _ lob Site/Contact Number 10 111D) � z C3 O 4 State Certification/Registration . 1 E-Mail V a Q C Architect Name& Phone# ! f" < o 4& Engineer's Name&Phone# O Q Workers Compensation C:+ L V —� N � (, Exempt/Insurer/Lease Employees/Expiration Date t-V,� ':` u(� Q E Z Application is hereby m of obtain a pe�rinit to do the work and installations as indicated. I certify that'no work or inJsta I�t[i�o htL s W commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulate Io Cr W j construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGN@ >- j C WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements oohf : L.i O LL permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, dV W Cr. LL there may be additional permits required from other governmental entities such as water management districts,state agencior ;, U. federal agencies. cc a 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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND a u CO TO OBTAIN FINANCING ONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE o LL m RDING YO R N CE OF COMMENCEMENT. o V) Nps N U p 0O N^ ° ;°i a a' 0Eo LLoo Ea o m Ignatur f Owner or Agent) (Signature of Contractor) z o o m WLV'n o (including contractor) z Z w N m `o a5i ed and savor to(or affir )before this day c Si ed and sworn to(or affirme before me is S day of L E � ,by `� Y a � yo U a J b • a,0 0 ,y� a U ro 9 �•1�y,! MW (Signatur�&N.ta�ry � ignature of Notary) i� Personally Known OR Personally Known OR • Produced Identification / [ )Produced Identification e of Identification: d;,l ( Type of Identification: T- OFFICE COPY Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report METAL ROOF FACTORY 1.0"Snap Lock, 24 Ga. Roof Panel over Plywood Florida Product Approval # 17842 Florida Building Code 2014 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(l)(d) HVHZ Product Manufacturer: Metal Roof Factory 599 Gus Hipp Blvd. Rockledge, FL 32955 Engineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1—4JE, IV. c E #4.S � No.44423 •. ji e :,_ i STATE OF •a ORI b P'.•=``'� ,',�O N1 Al 11 FL#17842 11 Ti Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2,1518.9, 1523.6.5.2.4. Product Description: 1" Snap Lock Standing Seam Roof Panel, 24 Ga. Steel, 17" Wide, Roof Panel restrained with steel slider clips into APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 24 Ga.Steel,ASTM A792 unpainted or painted with Valspar Fluropon or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Yield Strength: Min.50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014,Section 1507.4.3 Panel Dimension(s): Thickness: 0.024" Width: 17"max coverage Rib Height: 1" Panel Seam: Snap Lock Roof Panel Clips: Product Name: 1000SNS Type: Fixed, 18 Ga.,3 Y2"long Corrosion Resistance: Per Florida Building Code 2014 Section 1506.7 Roof Clip Fastener: (2)#12-11 Pancake Type A %"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6, 1517.6 Substrate Description: 1)For HVHZ construction,use 19/32"or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32"thick(min. 15/32")the attachment of the decking in no case shall be less than 81)annual ring shank nails at 6"O.C.Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. 2)For Non-HVHZ applications,use min. 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. Substrate must be designed in accordance w/Florida Building Code 2014. ,,111{1111111j,' A.. 1+- . C� �e 'a STATE OF sar orrrde. 00 Z 0 R I p`. 2�% �1/111111 FL#17842 rForceEngineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 67.3 psf 131.0 psf Clip Spacing: 24"O.C. 6"O.C. #Fasteners per Clip: 2 2 *Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,Section 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 2014,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04-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.72-0210T-07*, Dated 07/12/2007 2. TAS 100-95 Farabaugh Engineering&Testing, Inc.(FBC Organization#TST-1654) Report No.T233-07*,Dated 07/14/2007 3. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B)ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012 4. Certificate of Independence By Terrence E.Wolfe, P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID: 1920) Test Standard Equivalency: 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. • �. •� r a• STATE OF or O R X 1) A,,� sari ,, r,rOki�I,ti�►����� FL#17842 T_ rForcegineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014,including Sections 1515.2.2 and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NCA. 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: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and Pullover.Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. *The Test Reports are owned by Metalforming, Inc. Metalforming, Inc.gives the above manufacturer permission to use these test reports. ,`,�� ��.0 E, av,wo �♦� ft i �'. STATE OF :a srr arrida. ♦ �<" Z O R I q► mak.��� o0,. ,,iii s�• FL#17842