The URL can be used to link to this page

1500 Main St re-roof permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ROOF PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 30B INFORMATION: Job ID: 16-ROOF-2442 Job Type: ROOF PERMIT Description: RE- ROOF - INSULATION BOARD AND PEEL AND STICK Estimated Value: $11,000.00 Issue Date: 1111/1/2016 Expiration Date: 4/30/2017 PROPERTY ADDRESS: Address: 1500 MAIN ST RE Number: 172386-1000 PROPERTYOWNER: Name: CEMETERY PROFESSIONALS LLC Address: 1500 MAIN ST GENERAL CONTRACTOR INFORMATION: Name: ALL FLORIDA CUSTOM HOMES,ROOF John Clinton Raymer,Jr.,CCCO56907 Address: 11111-70 N SAN JOSE BLVD QA JOHN CLINTON RAYMER Phone: FEES: BUILDING PERMIT FEE $105,00 PLAN CHECK FEES $52.50 STATE DBPR SURCHARGE $2.00 STATE DCA SURCHARGE $2.00 Total Payments: $161.50 PERMIT IS APPIUAVED ONLY IN ACCORDANCE WIM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Rbnp-- 244 2: Phone(904)247-5826 Fax(904)247-5845 Eimall: building-dept@coab.us Date routed: Cityweb-site: mtp:/Avmv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ISOD rv�A('11) IS D t review required Yes No I 3!!dIng !) Applicant: F-L0C<-JjDa 0 ., ),�, '7'r, 911awur�oningl Tree Administrator Project: f-7 Public Works Public Utilities Public Safety Fire Services Review fee $ Other Agency Review or Permit Required Rev.'e�! of Pe t=P.'y Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [5Approved. E]Denied. (Circle one.) Comments: 1��ING PLANNING &ZONING Reviewed by: Date:-& TREEADMIN. Second Review: []Approved as revised. E]De4ed. PUBLIGWORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:- FIRE SERVICES Third Review: ElApproved as revised. DDenied. Comments: Reviewed by: Date:- R��m�d 05114109 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Serainole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(%4)247-5845 1 G-Roor, Z44Z� job Address: I,q):D 4 4aj,�i PJ- Permit Number: Legal Desciription F"PaPhfAl J4�A/71YI,74 # LZj Iffy—) Krea,or lbqxr. r Valuation of Work S—,L�Pwroposed Work heated/cooled ntli-Theated/coaled._ Class of Work(circle one): New Addita Repair Move Demolition poollspa, window/door Use of existing/pro re(s) .cr,osed structo le one): Commercial Residential 11'anexistingstru are,is a fire spruicrsystent instgallied?(Circle am): Yes No (�NL/A Florida ProductApproval 909- a2ic�-C)� For multiple products use proauct approval tornf-- Describe in detail the ripe of work to beperfonned: Af-P-R()DP ,-3-5-4a daa.L I& 4p [Z� Proper I ty Owner Information: SLO Poe I ate 16_Zip JnQ3 hone Name City E-Mail or Fax#(Optional) Contractor Information; Company Name: QL961&� ��li ent, af?bV7 7TO�oc Address: If///- City 12 A0a I l4dfl-- State F. zip Ofte Phone �Job S' Cannot Number 0611.-3W,-3 Q#14ax:# is:ation # Phon ph '# ,an dAd X N & State Certification/Registration# -/C) 4 Archited Name&Phone# -Olor— 11— —C4 77 L4 Engineer's Noun:&9Phme# Fee Simple Title Holder Name an Address 4 Bonding Corn pany Narne and Address dv%,* I Mortgage Leader Name and Address 12 - .4policamon is hereby made to obtain aperval to do the work and installations as Indicated. Icerrify that no warkor buralkahm has commacedprior to Ilm Issuance taperntil and that all work will be pgrwined to met the standards ofall laws regulatingeonswurtion I.thisjurisdiction. Thispermit becontes null andwid workisnotcomomeedwithinsir(O months,or lFconorection or work is sraicd or alowdonedfit,a Period f sixA),marahs a any tim workmewmatenced lua*m�dthmse,�tepema~ibeme�df�Eke&i, Work,PhURNN&M904 Weik P0614 mrtace;Bofka, Tasbaad,lh,Candhoosm,� WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COM[MENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING V6U NOTICE OF COMMENCEMENT. I hemV cerq&that I ha�e readandicuanintalthis atamandimaethesanatobetrocandcorrect. Alip�uimoft�sandmdi�g�rninthu will be compiled with whether Tecif V hrcin or mt. ae ,,anting of a permit does not pmum to pw authority to violate or coacel the "Mo heperlmona of P iz-.1f any otherfederal,st.ale,or local reguJohng conso. conetruction. ,��ortheperlmoaa Signaturc,Of Ownfer Signatumn tractor PrintName PrintName Sw Swom to d subscr2d N-frip thbM! this3��ImDqybf .20 169 4�11/— No*m— or NOTICE OF COMMENCEMENT OFFICE COPY P�irrtt N. Tax Folio L "'W�ateof!`LCROA Cv g —39 fl-�7 To no.it..Y Tia,undemlWed imareby Inloonas Wm Molt im,,�omonts will iw mde to��mat Property,and W aoc.,d...with Slm�ticn T13 of to.Flodd.Sminda,dii,following Innnnad..Il i,tl*d In thl.NOTICE OF COMMENCEMENT. it"al desaption W piroperty W%j 01-3,CCQ If- ii 1`lLWEj;f-f — S�m C4 tl I'?,�S 1�XbI L1 i-Fc, Z�D233 a Pi do-1"tq Rv L. 1=0-1 RE ROOF Mn Owner 2 ll�1 1j. .19,/ Add. 'A . /2 kl,') ownar�inweat in�a da,v.W..t OWNER Fee 3inaW Tilleholdai,in oill ill owna)N/A 101�.'.'�11 1WMlEl I ...T SL IE FL F 3Wa,,(&.M)N1A A100,04, Anuxintanclids l Fea No- N,all and ,an,,N/A Addona, �No. —FuNn. N.of pari witan dw Sian,olf Ri olh�Huai Nnasaff,desviaitad 1, ,ondiama nolloaa,or Ne. Add. lohanaNn- —Fa;,N.- N. Adidnaa Planne N. F.No- apiali daitamoomor TMIS sp�MR RIECORD R mm DW#2016250060,OR BK 17750 Page 1417. Numbu Pagm:1 5. R�rdedlMH/2016atl Ua., Rwnie Fussall CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 MYCONIN111111011111IFFIli MIAMWADE ODUN IN,FLDR[DA MEIRO-DADEFLAGLER BUILDINU BUILDING CODE COMPLIANCE OFFICE(OCCO) 148WEST FLACLER STREET,SUFFE OW PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 l305)375.2901 rAX(305)375.29M NOTICE OF ACCEPTANCE(NOA) CermiaTeed Corporation(PA) 1400 Union Meefift Bond Blue Bell,PA 19422 SCOPE: This NOA is being issued order The appl icable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building Coda and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AW). This NOA shall not be valid after the expiration date stated below. The BCCQ(in Miami Dade County) andlor the AID(in areas other than Mimi Dade County)reserw the right to haw this product ormatcrial tested for quality assurance purposics. If this product or material fails to perform in the accepted mannner, the manufactum will incur the expense ofsuch testing and the AHJ my immediately revoke,modify,or suspend the use of such product or material within theirjurisdiction. BCCO reserves the right to revoke this acceptance,if it is determined by BOCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as dcscribed herein,wW has been designed to comply with the Florida Building Co4c and the High Velocity Hurricane,Zone ofthe Florida Building Code. DESCRWTION: Flintlastic SA Roofing System Over Wood Decks LABELING:Each unit shall beer a permanent label with the maunufitemer's name or logo,city,state 1L and following smument: 'Miami Dade County Product Control Approved",unless;otherwise noted 0 herein. L) RENEWAL ofthis NOA shall be considered after a renu�wai application has been filed and UJI them has U bom no change in the applicable building code negatively affecting the perlbrinsance ofthis product. TERMINATION ofthis NOA will occur after the expiration date or ifthere has been a revision or change in the materials,use�and/or manufactun:of the product or process.Mistrie ofthis NOA as an 0 endorsement of my prcdua�for sales�advertising or my other purposes shall automatically terminate this NOA.Failure to comply with my section ofthis NOA shall be cause for termination and removal of NO& ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, out followed by the expiration date my be displayed in advertising fiteratune. Ifany portion ofthe NOA iiZ displayed,then it shall be done in its entirety. —I OZ -X 0 Z — INSPECTION:A copy ofthis mmeNOA shall be provided tothe userbythematurfiecturenoritg a 0 a= distributors and shall be available for inspection at thcjob site st the request ofthe Building Official. 0 M lzz 00 0 0 0 This NOA renews;NOA No.04-0623.01 molconsistsoffeages I thmugb6. ]Ius submitted documentation was reviewed by Jorge L.Acebo. (0) NOA N.: 09-031 Of I 1, 2 In E.pirati..D.W "13/1 ApprovalDate! 04/211110 0 , Page I of In 0 1 In 9) W �:: CC W RoonNG ASSEMBLY APPROVAL Cateory: Roofing Sah-Cateamrv: SBS Modified Bitumen Deck Type: Wood Maximum Desi2n Press. -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED IFY APPLICANT: TABLE I Test P,odud Product Dimensions SpedflCintion Description FlinthisfieSANailBase 66'6"x39-3/8" ASTM D4601, Fibaglass reinforced,S13S modified Type It bitunien base sheet, I'lintlastic SA Mid Ply 33'1 I"x 39-3/8" ASTI D6164 Pobsater and Fiberglass scrim reinforced, SRS modified ply shoat Flintlastic SA Cap 33'11"x39-3/9" ASTM D6164 Polyester and FibeFglass scrim minflurcod,SRS cap shed Flinftme SA 1,3 or 5 Sal pall proprietary Water based,polymer modified primer CL APPROVED INSULATIONS: 0 TABLE2 C-) Product Product Descriptio Au"fiketa LU (with owrirent NOA) 0 FlintBowd Polyisocyarourate insulation CestainTood Corp. M ACFoam 11 Palyisocyarturate,insulation Atlas Roofing Corp. LL ENRGY3 Polyisocyanurate insulation Johns Manville 0 Multi-Minst FA Polyi&ocysmunute insulation R-Mait,Inc. DensDeck Gypsum covei-board Georgial'acific NOA N..; 09-OJI 0.08 E.pi,�ti..D.t.: MANI 5 Appr*�.]D.W OV-11110 Pag�2 f 6 APPRovio FAsTigmps: TABLE3 Fastener Mzimisciii Kinisibe Product Name Product Deacriptimi, (with current NOA) I Dckfud 14 with Roofing scmw with SFS Intec,Inc. Deklast Hex Plate hesagonal steel plate 2. Tro-Fast HD with MP- Roofing screw with 3� Tru-Fast Corporation 3 Plate wood me[plate 3. Roofgrip 4 14 with Flat Roofing scn�w with 3" ITW Buildex Bottom Plate square:steel plow 4. Olympic HD with Roofing screw with 3" Olympic Manufacturing Standard Plate round steel Pice 5. Flin(Fast Fastener with Rooting screw with 3" CertainTeed NIP-3 Plate mund steel plate EVtDENCE SUIB-MrffED: Test Age Test Identifie DIfteription Date Exterioir Research& 3518.1103 Physical Properties,TAS 114 12101/03 CL Design,LLC (FM Standard 4470) 0 Exterior Rescarch& 3519.12.03 Wind Uplift,TAS 114 12t22/03 L) Design,LLC (FM Standard 4470) W Momentum Technologici;, U DX08C4A Physical Properties 03/22/04 M Inc. LL Momentum Technologies, DX2OE3A Physical Properties 03/22104 0 Inc. Underwriters R11656 Fire Clinailication Publishod Laboratories,Inc. Annually NOA No.: 09-0310.08 E.pirstm.Date: 04/13/15 App.ID.ft: 04/21/10 P.g.3 of 6 AppRom Assummnm Dark Type IL Wood,Insulated Deck Desewiption: Min'9/32"thick plywood or wood plank-Attached in acceardarac with applicable building code- In where deck is less;thm'9/v"thick(mimmurn"132) the code required artachment method must be in addition to misting attachment. System Type C: All layers of insulation simultaneously attached, All General and System Limitations apply. One or more layers of any of the following insulations. (Optional)Base Insulation Layer Insulation Fasteners; Fastener (Table 3) Densilty/ty, FlintBoard,ACFoam H,ENRGY 3,Multi-Max FA Mnimum 1-5"thick N/A N/A Note:All layers shall be simultaneously f"tened;we top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener DensDmk (Table3) Density1ft' Mimmum'/."thick 1,2,3,4.5 1:1.3 W 0 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. U The insulation panels listed are minimum sizes and dimensions; if larger panels an used, the LU number of fasteners shall he increased maintaining the same listener density. Please refer to Rooling Application Sundard RAS 117 for insulation attachment. LL. LL Primer: Apply FlmrPrime SA to Dem;Dcck surface at 03 gallsquare. 0 Rome Sheet: One or mom layer of Flintlastic SA Mid Ply,self-adhered Ply Sheet: (Optional)One or mom layer of Flintlastic SA Mid Ply,selfadhered Membrane: One or mom layer of Flindastic SA Cap,self-adhered Surfacing: None Maximum Design Pressure: -45 psf (See General Limitation V.) NOANo.: 09-0310.08 E.pirati.n[)at.: 04113115 ApprovalDsote; OV2VIO Page 4 or 6 Deck Type 1: Wood,Non-Insulated D�k Description: Min "/32"thick plywood attached in accordance with the Florida Building code,Ifigh Velocity Hurricane,Zone. System Type Ell): Base sheet mechanically fastened All General and System Limitations;apply. Separation Sheet: (Optional)Ow or mom layers of GlasBase,lcocse laid, Anchor/Base Sheet: One or mom layers of Flintlastic SA NailBase,mechanically attached described below. Fasnermag: Anchor/Bwe sheet shall be fbeed with approved I I gauge 1-1/41,annular ring-shank roofing nails and tin caps spaced 8"0-c-4 the min.3"wide siddap. With three additional(equally spaced)staggered rows in the center of the sheet spaced 8 inches o.c.for a total of four rews. Ply Shed: (Optlonal)One on more layers of Flintlastic SA Mid Ply,self-adhered Membrane: One or mom layers of Flintlastic SA Cap,self-adhered Surfwing-. None Mmunnum Design -52.5 psf (See General Limitation#7.) Pressure: 0 Deck Type 1: Wood,Noti-Insulated 0 UJI Deck Deaciptilm: Min "/32"thick plywood aturc-bed wing approved nails spaced 4"o.c.at wood joists spaced maer.24"ox. Systern Type E(2): Base sheet mechanically fastened LL All General and System Limitations,apply. 0 Separation Shed: (Optional)One or mom layers of Glaa;Basc�how laid. Anchor/Base Shea: One or mom layers of Flintlastic SA NailBase,mechanically attached as described below, Fastening: Anclior/Base sheet shall be fastened with approved I I gauge I-'W'annulalr ring- shank roofing nails and tin caps spaced 8"o.c.at the min.3"wide sidelap- With three additional(equally spaced)staggered rows in the ccrrtc�of the sheet spaced 9 inches o.c.for a total of four rows- Ply Shed: (Optional)One or mom layers at Flintlastic,SA Mid Ply,self-adherad Membrane: One or more layers;of Flintlastic SA Cap,self-adhered Surfacing; None Maximum Design -60 psf (Sce Gendal Limitationt#7.) Pressure: NOA No-! 09-0310.08 E.piralio.�le: N/13115 COMM Approval Date: 0412(/18 pact 5 of 6 WOOD DEclK SYMM LMUTAnoNs: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sbed. GENERAL Lumunow I- Fire classification is not part of this acceptance; refff to a current Approved Roofing Materials Directory for fire ratings of this pmduct. 2. Insulation may be installed in multiple layms. The first layw shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layff 3- All standard panel sizes me, acceptable for mechanical attachment. When applied in approved asphalt,panel sin shall be 41 x 4'mwdmum. 4. An overlay and/or recovery board insulation panel is required on all applications ova closed cell fbam insulations when the base sheet is fully mopped. If no recovery board is used the hase sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 17 in each ribbon,to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. >- Note: Spot attached systems shall be limited to a mandrourn design Pressure of 45 PIE [L 5. Fastmer spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 0 275 lbf.,as tested in compliance with Testing Application Standard TAS IOS. If the fastenet-value,as 0 field-lessed,are below 275 lbf.insulation attachment shall not be acceptable. LU 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a mininnum fastener resistance value in corijunction with the maximum design vain listed within a specific system- Should the fastener resistance be less than that required,as determined by the LL Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered LL Professional rngincer,Registered Architect,or Registered Roof Consulterst may be submitted. Said 0 revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with lt�fing Application Standard RAS 117. 7- Perimeter and comer mesa Shall comply with the enhanced uplift press= requirements of these areas. Fndc-mr densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and settled by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is speciffeally referred within thin NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimetortmilers,metal profile,andlor f1whingtertmination designs shall confixet,with RLuofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither national analysis,nor extrapolation shall be perm itted for enhanced listening at enhanced pressure zones(i.e.perimeters,extended comcna;and corners). (When this limitation is specifically referred within this NOA,General Limitation 97 will not be applicabi.) 10. All products listed herein shall have a quality assuramr audit in accordance with the Florida Building Code and Rule 913-72 ofthe Florida Administrative Code. END OF THIS ACCEPTANCE NOA N.; 09-031 DAN E-Pil.tom Wt,: OV13115 Approval Date: 04/21/10 Page 6 of 6