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RF-17-2003 Permit NO. RF-8-17-2003 REs Miami Shores Village Perrnit Ty/1e.:Roof 10050 N.E.2nd Avenue NE WOrkClassiriCatiort:Flit Miami Shores,FL 33138-0000 '1 t Permit"'Status:APPROVED ENTF®,N� Phone: (305)795 P e r -2204 FCOR'lDA Issue Date:8/10/2017 Expiration: 02106!2018 Project Address Parcel Number Applicant 429 NE 102 Street 1132060170790 Miami Shores, FL 33138-2452 Block: Lot: JULIE ELIZABETH NEVINS Owner Information Address Phone Cell JULIE ELIZABETH NEVINS 429 NE 102 Street (305)681-6322 MIAMI SHORES FL 33138- �j 429 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 20,800.00 BIG AL"S ROOFING, LLC (305)742-9615 -. .... ....... a q Total SFeet: .. �4...... .......aw 2600 Type of Work:Re Roof Available Inspections: Additional Info:REPLACE EXISTING CASHEET ROOF WITH Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-8-17-64809 $12.60 08/10/2017 Credit Card $801.60 $50.00 DBPR Fee $4.50 DCA Fee $4.50 08/08/2017 Credit Card $50.00 $0.00 Education Surcharge $4.20 Bond#:3477 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $851.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required AAI RICAL,PLUMBING,MECHANICAL,WIND S,DOORS,ROOFING and SWIMMING POOL work. OWNERIT: I certifyLne he foregoing infor ation is accurate and that all work will be done in compliance with all applicable laws regulating construcning. Futherthorize the abov named contractor to do the work stated. August 10, 2017 Authorized Signature: / Applicant Contractor / Agent Date Building Department Copy August 10, 2017 1 ���fz-o �-e�.✓�an�22._ 3c�5-1`{�- `l loi S .S�oREs G Miami shores V c Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �tpRIo Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# � �rd'si:�3 DATE: l� INSPECTION AFFIDAVIT A-c) dew-,oA14�? licensed as a (n):C:onDtract En ineer/Architect (Print name and circle License Type) FS 468 Building Inspector License#: On or about I did personally inspect the roof deck nailing (Date&time) work at ' yZc Alr l 0 2 ST 417,4.rn' S'#OAAJ A- 3:31- " (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit 4allon 553.844 F.Sr State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 7 day of fav, RRp► MY C 91 ANA Notary Public, Sate of Florida at Large *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Miami Shores Village Building Department artment AUG 8 2017 P 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 --- INSPECTION LINE PHONE NUMBER:(305)762-4949 =� FBC 201!q- BUILDING 0 !BUILDING Master Permit No. C-CIO PERMIT APPLICATION Sub Permit No. 4UILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7��t / � I 0 g- sI i City: Miami Shores County: Miami Dade Zip: 33/39 Folio/Parcel#: 11-32,00- 017- Ojq Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:/ OWNER: Name(Fee Simple Titleholder): El I I S elr S/Yl-l-I-h Phone#: Address: 2L� 1\t E — (O Z r City: N11 I-Y1 4' S ko a e—s State: Ft- Zip: Tenant/Lessee Name: Phone#: i Email: CONTRACTOR:Company Name: �o i r7Cn• �- Phone#: Address:�^� /V vi /1 c(-S City: /Vl/rR>7'1 State: i'/t_ Zip: Qualifier Name: %/ l V 1996 L4 4-f 9,e7Q 2C� e.`L Phone#: State Certification or Registration#: 13.30ff y Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ O 5<04D.00 Square/Linear Footage of Work:—0-400 12,2� Pr- Type of,Work: ❑ Addition •❑ Alteration ❑ New UV Repair/Replace ❑ Demolition Description of Work: Aifi2l A cP C'k i s �s< r s 14--e-e- ' Specify color of color thru tile: vo -h I.P. 2- ,nor-Submittal Fee$ I C Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ k Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ d5b. )' C/7__ TOTAL FEE NOW DUE$ U� ' P� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) r Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that-all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. / 7 Signature 1 J l Signatur OWNER or AGENT C TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this "Pa- - day of �� 20 1 by 1 day/of 6/ JC�,Jj- . ,20� by who is personally known to 141(/Gj� f-tfR/�an�eZ ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY NOTARY PUBLIC: R.RASHD %RASHP Ml9 MONFP>r ty cowlsom#a.qrt"to'". T �i Sign: Sign: Print: e YCGo -#76 Print: 6L,4fA37 Seal: Seal: APPROVED BY j Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ISO MAIN:305-742-9615 www.bigalsroofing.com EMAIL: BIGALMIAMI@GMAIL.COM CCC1330874 INSURED DATE:8=7-17 STATE OF FLORIDA COUNTY OF DADE Before me this day personally appeared A lei'R� oC!?Gl/7GQG7 who,being duly sworn and deposes and says i That he or She will be the only person working on the project located at: 429 NE 102 ST MIAMI SHORES FL I E t SWORN TO(OR AFFIRMED)AND SUBSCRIBED BEFORE ME THEY , day of j 24 -"BY PERSONAY KNOWN R.RAS MCOMMISSION/PFOWM XPIRES:Mamb09.2019 "ROO A42 FOR THE PEOPLE" ♦ A" 193ORF Li t s� Miami shores Village l"" Building Department artment 10050 N.E.2nd Avenue �ORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure; i An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida r County of Miami-Dade The foregoing was acknowledge before me thi_71�day of I�c t��, ,20 By j, ��y. g �`'r�. who is personally known to me or has produced A-L o L as identification. Notaryn w R.RASHID SEAL: MY COMMIS low N PP9996P FJIPIw;M t9!►09,2914 Miami-Dade Official Records - Print Document Page 1 of 2 1111111 IIIII VIII Ni11 IIIII IIIII IIIII ILII IIII CFN 2016R,:)749963 OR 8K 30365 Pss 4854-4855 (21`es) RECORDED 12/29/2016 13:55:04 DEED DOC TAX $0.60 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA Jacqueline A Salcines,Esq. Attorney at Law Jacqueline A.Salcines,P.A. 706 South Dixie Highway Second Floor t. Coral Gables,FL 33146 305-669-5280 fSpacc Ahtrtic'Ihis L..inc L'oi lic•rordim;f)atn Corrective Warranty Deed ((:orrecting the legal description in Warranty Deed recorded in OR hook M141 Page 122'7) DieraBL 5 M This Corrective Warranty Deet) made this 1,g day of Note niber.2016 between Stephen Scott Meador,alk/a Stephen Meador,a married man,joined by his wife,Marie Elaine Covard,whose post office address is Post Office Box m 26, Washington Grove, MD 20880, grantor, and Julie Elizabeth Nevins, it single woman, and :ltisa Smith; a single m woman whose post office address is 429 NE 102nd Street,Miami Shores,FL 33138,grantee: c r'^ o (U'henever used herein the tern,"grantor"and"grantee"include all the pardes lo this msinimant and vhe heirs,legal rep,isentatives,anti ie,,igns of v `o individuals.and the successors and assign,of corpor:nions,trusts and frim eo to LL a c Witnesseth,that said grantot', for and in consideration of the sunt of TEN AND N01100 DOL.L.ARS(510.00)and other X good and valuable considerations to said grantor in hand paid by said granice.the receipt whereofis hereby acknowledged, has granted, bargained, and sold to the said grantee,and grantee's heirs and assigns forever, the following described land, c ,S situate,lying and being in Miami-DadcCounty,Florida to-wit: ~ u � Z Lot 16,Block 92,AMENDED PLAT OF MIAMI SHORES SECTION 4, according to the Map or m N �' plat thereof,as recorded in Plat Bonk 15,at.Page 14,of the Public Records of Miami Dade County, d Florida. Q o E c Parcel Identification Number: I I-3206-017-0790 'THIS CORRECTIVE DEED IS BEING'RECORDED IN ORDER-to CORRECT THE LEGAL DESCRIPTION CONTAINED IN TtfAT CERTAIN WARRANTY DEED RECORDED IN OFFICIAL, RECORDS BOOK 30141 PAGE 1227,PUBLIC RECORDS OF MIAMI DADE COUNTY.FLORIDA. 1 I Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. i To Have and to Hold,the same in fee simple forever. Anti the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land:that the grantor hereby fully warrants the title to said land and will defend the same against the lawful clainis of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2015. t DoubteTimes Book30365/Page4854 CFN#20160749963 Page 1 of 2 https://www2.miami-dadeclerk.com/OfficidIRecords/PrintDocument.aspx?Q S=YaoUfOzxr... 8/8/2017 Miami-Dade Official Records - Print Document Page 2 of 2 OR BK 301365 PG 4855 LAST PAGE in Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. """ i p� Signed,sealed and delivered in our presence: 1y A e_A_ • R Witness Nam51z- � a� ., Strphcn Scott tcador - X12 _ _ _._.______. t W1lnt.SS Narnt .. . �. �� ,.I��II pr — Marie Elaine Covard State or Florida County of Mimni,-Dade �t Z •• s OIECEIAGOL The, foregoing instrument was atkribwledged bef?ore me this day of"Notember,20 by Stephen Scgt�il�cptlur viz L a Stepbcn Meador and Marie Elaine Covard,who are p<Ispnally knmNII or txj ha ) u da livers license r loblic LL ,y til ,{�0 �l��i� _.__.... .._ _____ __.._\._....•a - Printed Name: z -. My Commission Expire- NOW _M1r�e�111M� �' lei rr" f f jrwr w L%crd•I'uge 2 Ooubwimer. Book30365/Page4855 CFN#20160749963 Page 2 of 2 https://www2.miami-dadeclerk.com/OfficialRecords/PtintDocument.aspx?QS=YaoUfOzxr... 8/8/2017 Property Search Application - Miami-Dade County Page 1 of,l ,@- - 'OFFICE OF THE PROPERTY APP RAISER Summary Report Generated On:8/8/2017 „., Property Information $'� a Folio: 11-3206-017-0790 , Property Address: 429 NE 102 ST Miami Shores,FL 33138-2452 - r Owner JULIE ELIZABETH NEVINS a ELISA SMITH ' --�.. Mailing Address 429 N2 102 ST g MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE 'y FAMILY: 1 UNIT :+ Beds/Baths I Half 2/1 /0 ` � Floors 1 iC� '✓ '' . Living Units 1 ygyfi Actual Area 1,960 Sq.Ft Living Area 1,751 Sq.Ft Adjusted Area 1,821 Sq.Ft Taxable Value Information Lot Size 5,950 Sq.Ft 2017 2016 2015 Year,Built 1941 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $260,964 $205,984 $204,205 Year 2017 2016 2015 School Board Land Value $178,264 $148,795 $142,998 Exemption Value $25,000 $25,000 $25,000 Building Value $131,232 $127,009 $128,495 Taxable Value $285,964 $230,984 $229,205 XF Value $1,468 $1,488 $1,247 City Market Value $310,964 $277,292 $272,740 Exemption Value $50,000 $50,000 $50,000 Assessed Value $310,964 $255,984 $254,205 Taxable Value $260,964 $205,984 $204,205 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $2601964 $205,984 $204,205 Save Our Homes Assessment Cap Reduction $21,308 $18,535 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Price Qualification Description Second Homestead 1 Exemption 1 $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/28/2016 $100 30365-4854 Corrective,tax or QCD;min School Board,City, Regional). consideration 06/24/2016 $489,000 30141-1227 Qual by exam of deed Short Legal Description 03/15/2013 $371,000 28541-4641 Qual by exam of deed 6 53 42 PB 15-14 08/10/2010 $195,000 27395-0334 Qual by exam of deed AMD PL OF MIAMI SHORES SEC 4 LOT 16 BLK 92 LOT SIZE 50.000 X 119 OR 19587-3031 03 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 8/8/2017 ♦SNoRs�i 17� ' r i- ,� Miami shores Village �� � } J Building Department 10050 N.E.2nd Avenue oR1IDp' `` �'W#' •� Miami Shores, Florida 33138 z s Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. 4040.. To: Miami Shores Village Building Department Date; •40 40..• ...40.40 10050 NE 2nd Ave •.•• •. .• 4040 Miami Shores, FI 33138 •••••• •• •••••• 4040.... Re: Owner's Name: / s -411, •••• •••• • 4040... Property Address: O s7 ' S#Odu • Gam:r �/3.�'••. 40 40... •• •• T •4040..• Roofing Permit Number: •••••• •' 4040 . . . . 4040.... Dear Building Official: 4040.... 4040 4040.... 4040 4040. I .S snI` certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 74/,s-n J/ni-A Zignature Print Name State of Florida i County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of © � "'- .ti R RAS)M �+sslolvelF�� Notary Public, Sate of Florida at Large March 0'2018 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. RPv tzPd nn rnlnnna ♦,7SH�R'S L g�• f F�ORIDP' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. J1K Renailing wood decks: When replacing roofing,the existing wood roof deckmagi have to b renailed in accordance with the current provisions of Section R4403. (The:rppf dick is u,%t{plly •••••• concealed prior to removing the existing roof system). • ...... .. . ...... 4. Exposed Ceiling: Exposed, open beam ceilings are where the urldMide of t 166f deckirfj:••. . c n be viewed from below. The owner may wish to maintain the architectural ance;��0 Dore, ... .. pppeaf0000 •• roofing nail penetration of the underside of the decking may not be acceptablp.jb{.provides the option of •• maintaining the appearance. • . . . . ...... 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is A overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections P4402, R4403 and R4413. wnerA ent's Signature dCZntraLctorSigr4(a'_ture ate Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; s t `1 fes`V�rn ROOF ASSEMBLIES AND ROOFTOP STRUCTURES R � x,011 0 p�G Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form . 1 � i Section A(General Information) i Master Permit No. Process No. 1 Contractor's Namel�J! G-s IAC-Oa�jK� L.�.G 1 Job Address 2.9 hof— /©7 ST /h i dit) S bb�d% { I ROOF CATEGORY i 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles El Metal Panel/Shingles 13Wood Shinvles/Shakes••• I . .... ..... El Prescriptive BUR-RAS 150 9.0 ; .. . ••1 ROOF TYPE ...... •• • •••••r New roof ❑ Repair ❑ Maintenance ❑ Reroofing .... ❑ Retry;r+ng ....I ROOF SYSTEM INFORMATION •••• •••• :0.00i Low Slope Roof Area(SF)a600 Steep Sloped Roof AREA(SSF)e,O"' Total(SF)� • .. .....t ...... 00, Section B (Roof Plan) •••••• Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers ann.owlekw drains.Inolude dionenf 0� sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • 1 Iv ' 1771 1 1 1 i 1 I n Cr W W — 21 L CI 2 G Ir I .ul �I al o i �i71 � WWI I�.�I I LI zl o rl .. n r L-- 1 I I v I w cn v■ FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. ' 1 i 1 Section C(Low Slope Application) Top Ply Fastener/B ding Material: .� 1 Fill in specific roof assembly'components and identify I♦�-7 �` D � r-1 ��" `"- 1 1 manufacturer �i '1 SuSurfacing: a� 1 (If a component is not used,identify as'NX) Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer. Field: 'oc @ Lap,#Rows @ 'oc 1 1 Product Approval No.: I n' , � Perimeter. 'oc @Lap,#Rows_@ 'oc ; Design Wind Pressures,From RAS 128 or Calculations: Comer. 'oc @ Lap,#Rows_@ "oc 1 1 PP2: �� P3: a-) 1 Number of Fasteners Per Insulation Board: ; 1 1:��=� `� .... 1 •• ••'••• Max:Design Pressure, � Field Perimeter e specific product ••• Comep• • 1 approval system: +s Illustrate Components Noted andaDoteiis as Applic+w- ..0 so 1.:. 1 Woodblocking, Gutter, Edge Terwlinetioa,Stripping♦Flashings • 1 Deck: Continuous Cleat,Cant Strip,Base Flashing,ColipWashing;')j"; Type: -- P 1w WOOD Coping,Etc. • r Indicate: Mean Roof Height, PaWVt Ppight, H@Wht of Basq•0••• 1 Gauge(fhickness: > Flashing, Component Material, lop"?ThickAPW,PhsteneL• ••• Type, Fastener Spacing or Subq&MpqWfacttqers Retails that t•• 1 Slope: ( j1 Comply with RAS 111 and C ✓ 1d.q. • r 1 Anchor/Base Sheet&No.of Ply(s): ��t� f�J it��L��SC •• �„ �..<G' � AnchodBase Sheet Fastener/Bonding Material: ?J •• a 1 i Insulation Base Layer. f D-P"t( i vt t 6 cA�'?;'N s`� jnpyi i 1 Base Insulation Size and Thickness: Parape4 I ` a. Veight 1 Base Insulation Fastener/Bonding Material: el ; 1 L t�YN�7 r`kts1� SCk.t.;� li.'�,� �'`r�iGi'I'•�'S -�M'+&� f;�,;► ' i Top Insulation Layer: "'"'� e�, Sz; 1 Top Insulation Size and Thickness: , , Mean 1 Roof 1 I Top Insulation FastenerBorlding Material: jay Height 1 1 Base Sheet(s)&No.of Ply(s): 1 1 Base Sheet Fastener/Bonding Material: 1 1 1 1 1 Ply Sheet(s)&No.of Ply(s): 1 1 1 Ply Sheet Fastener/Bonding Material: 1 Top Ply: (SAP + 3 i 1 15.38 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) b l 1 1 1 1 Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED):accessed by Eli=Palacio on Jun 8.2015 10:32:12 AM pursuant to license Agreement No riudwr reproductions authorized. AC132 ENGINEERING INC Testing and Engineering Services Certificate-of Authorization -C.A.#8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Antonio Acevedo-P.E. Engineering Calculations FLORIDA BUILDING CODE 2014 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT r BASED ON ROOFING APPLICATION STANDARD (RAS)No. 117 (New Construction/Reroof Applications) PROJECT NAME: Big Al's Roofing LLC This calculations is for a Flat Section of a property located at: 429 NE 102 Street, Miami Shores . . .... ...... Given by : Big AI's Roofing LLC •••••• •• •••••• Flat Roof Section Area is : 26 Squares ' .... .... . . Building with a roof mean height less than 20 feet • .... .... ..... Base Sheet Lap 5 Inches Assume 55"Wide Mambraae .. ..:..' Wind Uplift Pressures from Permit Application: •• •• •• •••••• Field Area -45 psf • . I Perimeter Area -45 psf Comer Area -45 psf • Wind Uplift Pressures from RAS No. 128(See FBC): Exposure C Field Area -42.8 psf Wind Speed 175 mph Perimeter Area -71.7 psf r Comer Area -108 psf FASTENERS BY NOA - NOA 15-0729.18 Page 22 and 23 of 27 spacing of 8"o.c. at the minimum 5 lap Maximum Design Pressure by NOA: -45 psf 4 r t �0 p . k-12 q6C { a< ' AC132 ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 55 inches (Information by Roofer) Side Lap Width is: 5 Inches (Information by Roofer) A-CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE(100 ft2) 1.Net Width of Sheet(ft): Net Width(ft)=(Sheet Width)-(Side Lap Width)/12- . . .... Y•••.• Net Width(ft)= 4.166667 ft OR 50 inches • • 2.Net Length to Make One Square(100 Square Feet) ...:.. .... .... . . Net Length=(100 ft2)/Net Width • .... .... ..... . ...... .. . ..... Net Length= 24 feet " " " ' •"';' . . . . ...... B.DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A)x(12 in-tft)x((B/row)x(Clsquare)=D - Where A=Specified Fastener spacing LAP 8 Inches A2--Specified Fastener spacing(FIELD/ROW) 0 Inches B=Net Length(in feet)to make one square 24 feet C--number of rows having spacing A(LAP) 1 Rows C2=number of rows having spacing A2(FIELD/ROW) 0 Rows D=number of fasteners per square SIDE LAP ROW: 36 "=D" Fastenets/Square CENTER ROW:Based.on NOA Not Applicable #DN/01 "=D" Fasteners/Square Total Number of Fasteners per Square(every 100 ft2) #DIV/01 TOTAL SQUARE FEET PER FASTENER #DIV/01 - Square Feet per Fastener(For Lap and Field not applicable) 2.777778 Square Feet per Fastener(Only for Lap) ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener= 2.77 ft2/Fastener Maximum Design Pressure From NOA 45 psf GENERAL EQUATION Fy=Fastener Value Fy=(max design pressure)x(square feet per fasteners) Fy= 124.65 Ibf DETERMINE ANCHORIBASE SHEET SPACING TO MEET PRESSURE ...6 • 0640 6690.• GENERAL EQUATION ' ' ' ' . • + • ..1••. •• . 6666•• FS=(Fy x 144)/(P x RS) • 6666.• • • • 6666.• FS= fastener spacing(inches) • • • • 6690 6666 ••6.6 Fy= fastener value(Ibf) • • 0*000 P= max design pressure(psf) • 6 •00. • RS= row spacing(inches) " '' " ' 0 6666•• • . Note: ' ' 6• • '6'0" Row spacing(RS)is the Net Width of Sheet divided by number of rows �'• 06660• 0 The Net Wdth is the width of base sheet less the side lap distance 6• • ••• • • • Total Number of rows from NOA= 1 Fastener Rows •• From Previous Calculations: The net width is 50 inches Therefore Row Spacing= 50 inches Wind Uplift Pressures from RAS 128:Exposure C Field Area 42.8 psf Wind Speed 175 mph Perimeter Area 71.7 psf Comer Area 108 psf CONCLUSIONSIRECOMMENDATIONS A.FASTENER SPACING FOR PERIMETER AREA FS= 5.006862 inches USE MAXIMUM 5"SPACING IN LAP AND CENTER OF SHEET(Per 2014 FBC and Recommended) Minimum 4 Feet Wide Perimeter Width-One row of fasteners 5"o.c.at Lap and 1 row center of sheet B.FASTENER SPACING FOR CORNER AREA FS= 3.324 inches USE MAXIMUM 4"SPACING IN LAP AND CENTER OF SHEET(Per 2014 FBC and Recommended) Minimum 4 Feet by 4 Feet Area for Comer-One Row of Fasteners 4'o.c.at lap and 1 row center of sheet C.FASTENER SPACING FOR FIELD AREA FS= 8.387664 USE MAXIMUM 8"Spacing in the 5"LAP (Based on Product Approval) One Row in the 5"wide Overlap t MIAMI�DIADE MIAMI-DADS COUNTY 4 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADAIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1.Campus Drive Parsippany,NJ 07054 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 Prodw4.. Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami.DadCou )...' 0000.. reserve the right to have this product or material tested for quality assurance purpos;T 414s product or. F material fails to perform in the accepted manner,the manufacturer will incur the exPM#df such testing •••••• and the AHJ may immediately revoke,modify,or suspend the use of such product dl`MItdfiat within. ;0000; their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined MyVami,Ttad'e. ' .. . 0000 0000. County Product Control Section that this product or material fails to meet the requirements of the 0000.. *06000 0000. applicable building code. 0 00 .0 ...�.. This product is approved as described herein,and has been designed to comply witltfh�'Plbrida Building •. Code including the High Velocity Hurricane Zonee of the Florida Building Code. :000:0 DESCRIPTION: GAF EverGuard'TPO Single Ply Roofing Systems over Woot'Decks. "'. ' LABELING:Each unit shall bear a permanent label with themanufacturer's name or logo,city,state • and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shalt 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 renews and revises NOA No. I5-0203.20 and consists ofpages I through 27. The submitted documentation was reviewed by Jorge L.Acebo. x r NOA No.: I5-0729.18 Wn•flauE� Expiration Date: 09/22/20 • Approval Date: 09/10/15 Page 1 of 27 Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 19/32"thick plywood attached to structural wood supports spaced maximum 24"o.c.using 8d ring shank nails spaced 4"o.c.at panel end and intermediate supports. System Type D(3): All insulation is loose laid with preliminary attachment to roof deck Membrane is subsequently mechanically fastened through insulation to wood deck. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck`Roof Board,SECUROCK`Gypsum-Fiber Roof Board,SECUROCK® (Optional) Glass-Mat Roof Board,minimum '/"thick(see insulation note below for ' preliminary attachment details). •..• O • R . . .... ...... VersaShiele Fire-Resistant Roof Deck Protection,VersaShieldV� "'FiQr� •• •• Resistant Slip Sheet or TOPCOAT`FireOut'Fire Barrier Coating2lpplied lam' manufacturer's installation instructions. One or more layers of any of the following. •••• •••• ""' Base Insulation Layer Insulation Fasteners••;••; Fast�Tter•. ""' (Table 3) 0 Densiolftr •• EnergyGuard'Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, •:•: • EnergyGuard*'RH Polyiso Insulation, EnergyGuard'"RN Polyiso Insulation,• ;••••• • EnergyGuard'"Ultra Polyiso Insulation,EnergyGuard''HD Polyiso Insulatioir,.•• •• ;"": EnergyGuard'HD Plus Polyiso Insulation,EnergyGuard'RH HD Polyiso Insulation Minimum 0.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/fe Dens Decke Roof Board,SECUROCK`Gypsum-Fiber Roof Board, SECUROCKn Glass-Mat Roof Board Minimum 0.25"thick N/A N/A Insulation Note:All insulation shall have preliminary attachment prior to the installation of the roofing membrane at a minimum application rate of t8vo fasteners per board for insulation boards having no dimension greater than 4 ft.and four fasteners for any insulation board having no dimension greater than 8 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment requirements. Membrane: EverGuard®TPO or EverGuard Extreme®TPO mechanically fastened using Drill- Tec"'#14 Fasteners and Drill-Tec 2 in. Double Barbed XHD Plates,Drill-Tec 2- 3/8 in.Barbed XHD Plates or Drill-Tec'Eyehook AccuSeam Plates spaced maximum 8"o.c.in fastener rows spaced maximum 55"o.c. The minimum 5" wide side laps are sealed with minimum 1.5"wide heat welds for automatic machine welding or with minimum 2"welds for hand welding. NOA No.: 15-0729.18 CHIAMF � Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 22 of 27 Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuare TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT"Membrane applied at 1 to 1.5 galJsq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. r Maximum Design Pressure: -45 psf.(See General Limitation#7) 0000 0000 0000.. 0000.. 0000.. 0000 0000 0000. .. .. .. . 0000.. 0000.. . . . 0 0090:0 0000.. � ••0 :0000: .. . 9•9 00 NOA No.: 15-0729.18 CUU*=D"ADEC0U=NWTY Expiration Date: 09/22/20 RMIMMI Approval Date: 09/10/15 Page 23 of 27 GENERAL 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. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other Iayers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base 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 side lap 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 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE •*00*• .... ...... 5. Fastener spacing for insulation attachment is based ori a Minimum Characteristic Forcg(F)valge Qf •• 275 lb£as tested in compliance with Testing Application Standard TAS 105. If tjig f#gtener%Ut,9s ....:. field-tested,are below 275 Ibf. insulation attachment shall not be acceptable. , . • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane att"anent is be9e6on • a minimum fastener resistance value in conjunction with the maximum design vakre listed witlritiv ••••• specific system. Should the fastener resistance be less than that required,as deterri:h4 by thp•' . Building Official,a revised fastener spacing, prepared,signed and sealed by a Fib &Registerttl ' •' Engineer,Architect,or Registered Roof Consultant may be submitted. Said revW8stener spacing • shall utilize the withdrawal resistance value taken from Testing Application Standard IFAS 16 5vn4- , calculations in compliance with Roofing Application Standard RAS 117. •0*• ; ... 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these Awls. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137_ Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter hailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 15-0729.18 MIAMFDADE22= Expiration Date: 09/22/20 Approval Date: 49/10/15 Page 27 of 27 SINGLE PLY MEMBRANE ROOFING SYSTEMS(TPO) Class A- Mechanically Fastened 1. Deck: NC Incline: 1/2 Barrier Board (Optional): — "EnergyGuardTM" or"EnergyGuardTM NH" or "EnergyGuardTM Ultra" or "EnergyGuardTM NH Ultra" or"Energy Guard TM RF" or"EnergyGuardTM RA" or "EnergyGuardTM RN" or "EnergyGuardTM RW or "EnergyGuardTM RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened.Insulation (Optional): — "EnergyGuardTM" or"EnergyGuardTM Ultra" or "Energy Guard" RF" or "EnergyGuardTM RA" or"EnergyGuardTM RN" or"EnergyGuardTM RW or "EnergyGuardTM RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened.Cover Board (Optional): — 1/2-in, thick"EnergyGuardTM HD" or 1/2-in. thick "EnergyGuardTM HD Plus" or"EnergyGuardTM NH HD" or"EnergyGuardTM NH HD Plus", mechanically fastened.Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 2. Deck: NC Incline: 2-1/2 Insulation (Optional, see note): —Any UL Classified, any thickness.Barrier Board (Optional,see note): — Minimum 1/2-in. thick gypsum board or 1/4-in. ,... thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime 000000 0 0 0 0.. Roofboard" or"DensDeck@ DuraGuardTM Roofboard" or minimum 1/4-in. thick UnitetJ00' 660006 •0 States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G)" or"SECUROCK@ Glass;0.0 0 •00.0• see*** Mat Roof Board" (Type SGMRX).Membrane: — "EverGuard@ TPO" 45-mil to 60-mi1000:00 0 • or"EverGuard Extreme® TPO" 50-mil to 60-mil, mechanically fastened.Note: —A 0000 0.0 0 • Barrier Board is required when insulation is present.3. Deleted. 0.0 0 0 0 .0.0.0 ••••• 09:60:00 4. Deck: NC Incline: 1/2 •• •• "0'• "'0; ..0.00 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LtC "DensDecM 0;• Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Rboff;elrd", minimum ;•0 0.; 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRK-M or "'0 ; ' ' "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick.Insulation 1 00 (Optional): — "EnergyGuardTM" or"EnergyGuardTM NH" or"EnergyGuardTM RA" or "EnergyGuardTM RF" "EnergyGuardTM Ultra" or"EnergyGuardTM NH Ultra" or"EnergyGuardTM RN" or"EnergyGuardTM RH" or"EnergyGuardTM RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened.Cover Board (Optional): — 1/2-in. thick"EnergyGuardTM HD" or 1/2-in. thick "EnergyGuardTM HD Plus" or"EnergyGuardTM NH HD" or"EnergyGuardTM NH HD Plus", mechanically fastened.Membrane: — "EverGuard@ TPO FB Ultra" 45-mil to 80-mil or"EverGuard Extreme@ TPO FB Ultra" 50-mil to 80-mil, mechanically fastened. 5. Deck: C-15/32 Incline: 1/2 f Primer: — "TOPCOAT@ FireOutTM Fire Barrier Coating" or"FireOutTM Fire Barrier Coating", applied at a rate of 1-gal.{100-ft.z.Base Sheet(Optional): — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultimal Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened.Slip Sheet(Optional): — One ply "VersaShield@ SoloTM Fire Resistant Slipsheet, mechanically fastened.Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 6. Deck: NC Incline: 1/2 Barrier Board(Optional): — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" or minimum 1/2-in. thick gypsum wallboard or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX- G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), mechanically fastened.Slip Sheet (Optional): — One ply "VersaShield@ Fire-Resistant Roof Deck Protection", mechanically fastened. Base Sheet(Optional): — One ply Type 15 or Type 30 or Type G1 "GAFGLAS@ Ply 4" or,"Tri-Ply® Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or "GAFGLAS@ #80 Ultima•"' Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt.Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mit to 80-mil or "EverGuard@ TPO FB Ultra" 45-mil to 80-mil or"EverGuard Extreme@ TPO FB Ultra" 50-mil to 80- mil, mechanically fastened.Surfacing: — United Solar Ovonics Field-Assembled Photovoltaic (Solar) Module Systems "PVL-29, -31, -58, -60, -62, -64, -68, -87, -93, -116, -120, -124, -128, -136", self-adhered. 7. Deck: C-15/32 Incline: 1/2 Slip Sheet: —Two plies "VersaShield@ Fire-Resistant Roof Deck Protection" or one ply "VersaShield@ SoloTm Fire Resistant Slipsheet", mechanically fastened.Membrane: — "EverGuard@ TPO FB Ultra" 45-mil to 80-mil or"EverGuard Extreme@ TPO FB Ultra" 50-mil to 80-mil, mechanically fastened. 8. Deck: C-15/32 Incline: 1/2 0000 Slip Sheet: — Two plies "VersaShield@ Fire-Resistant Roof Deck Protection" or ore ply •••••• 0000.0 "VersaShield@ SoloTm Fire Resistant Slipsheet", mechanically fastened.Insu"Leny •• . 00 — "EnergyGuardT'"" or "EnergyGuardTM NH" or"EnergyGuardT°' RF" or"EnergygLWV— Ul6a•' of .0000 "EnergyGuardTM NH Ultra" or"EnergyGuardT" RA" or"EnergyGuardT" RN" or"�90;gyGuardT"RH" or . "EnergyGuardT'" RM", any thickness or any UL Classified wood fiber, mechanic61Vyfastened.000 :06 6 9 : 0 • • • 0000 ....0 Cover Board (Optional): — 1/2-in. thick "EnergyGuardT"' HD" or 1/2-in. thickrenergyGurrd� HD 0•;•0• Plus" or"EnergyGuardT"" NH HD" or"EnergyGuardTM' NH HD Pius", mechanicaTl*@**1!ened.•0••0• •0 0 0 0 0 Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme(VW*950-mil to080- •• mil, mechanically fastened. •••••• • 0 9. Deck: C-15/32 Incline: 3/4 •• • ••• • • Slip Sheet: —Two plies "VersaShield@ SoloTm Fire Resistant Slipsheet", mechanically fastened.Insulation: — "EnergyGuardT"" or"EnergyGuardT" NH" or "EnergyGuardT"" Ultra" or "EnergyGuardT"' NH Ultra" or"EnergyGuardT' RA" or"EnergyGuardT"' RN" or"EnergyGuardT"' RH" or "EnergyGuardT"' RF" or"EnergyGuardT" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — 1/2-in. thick"EnergyGuardT"' HD" or 1/2-in. thick"EnergyGuardT"' HD Plus" or"EnergyGuardT"" NH HD" or EnergyGuardT"4 NH HD Plus", mechanically fastened.Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or"EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 10. Deck: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire-Resistant Roof Deck Protection" or o�' ne pl"y", VSeln .Siiphed0St", mInsulation: — "Ener yGuardTM or "EnergyGuardT"" NH" or"EnergyGuardT'" RF" or "EnergyGuardT"^ Ultra" or "EnergyGuardT'" NH Ultra" or"EnergyGuardT"" RA" or"EnergyGuardT"' RN" or"EnergyGuardTM' RH" or "EnergyGuardTM RM", ny thickness'or any,I&classified awoodyfiber board mechanically ste,ed. _.o-..._w_� Cover Board (Optional): — 1/2-in. thick"EnergyGuardT"" HD" or 1/2-in. thick"EnergyGuardT'" HD Plus" or"EnergyGuardT" NH HD" or"EnergyGuardT"' NH HD Plus", mechanically fastened. Membrane: — " verGuardii; "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechamcaliy�fastened Quote To: ' SASRINA HERNANDEZ ABC Supply 491 2751 NW 73rd St Miami, FL 33147-5923 Phone#: 305-836-3641 TAPERED Fax#: 305-836-2152 Customer BIG AL'S ROOFING SOLUTIONS c General Project Information: Date Quoted: 8/412017 1243 Sarasota Center Blvd. Job Name: ALVARO Sarasota,FL 34240 TEL:941-371-5983 FAX:866-934-5059 Location: Proiect Manager., Tom Bermingham Job#: BE-236589-A-1 IE-Mail: tom.bermingham@abcsupply.com Tapered System Description: Material: ISO Cricket Material: N/A Tapered Area (sq): 24.81 Cricket Area (sq): 0 ."". ��• . 0000 0000 'Slope: 1/41' Cricket Slope: �• • •• .• Minimum Start: 0.50" Cricket Fill: .a"* •••••• ••••0 Maximum Thick: 5.00" Cricket Max. Height: 9"MO .0000 0000 •..0 • Fill Insulation: 2" ISO 0 0000 0000 ..:.. Total Sqs. Applied:.34.26 •••• ••••• Base Layer. WA Total Sqs. Material:. �QAO •••• Overlay. N/A Total ISO Truckloads~•®17; •. 0000: PERLITE Truckloads),0.0@• •••• 0000. Avg. R Value: 12.5 Price: L2,900.00 •• Min. R-Value: NIA Valid if shipped by: 10/3/2017 * Price does not include tax or fuel surcharge (if applicable) Notes: IMAGE SHOWN ABOVE REFLECTS ABCs DESIGN INTENT-ALL SUBMITTALS ARE SUBJECT TO ARCHITECT/CONTRACTOR APPROVALS. M KWANT-As a supplier of materials only.ABC Supply does not assume responsibility for errors in design,engineering,quantities or dimensions.Architect and/or contractor shall verify all drain locations,perimeter dimensions,sizes,materials and R-values.Contrador is responsible for verifying this quote to insure that it meets job specifications.AN shop drawings must be approved prior to material shipment.