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RF-11-917
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 159996 Permit Number: RF -5 -11 -917 Inspection Date: June 17, 2011 Inspector: Bruhn, Norman Owner: CASTRO, JULIANNA Job Address: 1020 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: ADVANCE CONSTRUCTION SERVICE GROUP INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)978 -0977 Parcel Number 1132050320020 Building Department Comments FLAT RE -ROOF Passed Inspector Comments Cs Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 17, 2011 Page 1 of 1 1 Miami Shores Village Buildin g Department artment 13 IED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. VA- Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): *TO (1 noc;\ e_A-z4119 Phone#: Address: W Ne °/ S City: (Ov 1' Ll re..r State: L Zip: 3 9 3 E3 Tenant/Lessee Name: g p Phone#: Email: 1 el l t GGl [ jAc3 to ) . Cw ci✓a JOB ADDRESS: lei '{� -tab '- f'_o City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:t 9 *1P hone#: Address: _ �� e:30-) q ftCleCtie City`: C State: k Oua1fiei 1 'ame: AteM4, 15-1..? Zip: Phone#: e,Certification or,Registration #: C' C toori1 Certificate of Competency # Phone#: "' e" —Teti Email Address: =DESIGNER: Architect/Engineer: Phone#: • Valve of Work for this Permit: $ 3 Y ®O Square/linear Footage of Work: 3 77 Type of Work: °Addition Alteration °New ORepair/Replace °Demolition Description of Work: V C q � F-0 C) *******************************••••••••F •••••••••••••••••• •****•••••••••••• *•******* Submittal Fee $ Permit Fee $ dJ `'� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL. FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address ,a... Y State Zip Mortgage Lender's Name (if applicable) 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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." t btice -t©- Applicant: _ -Asa 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 wt ose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the jl`rst inspection which- occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspe t n.will not be approved and a- reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this a day of '.. , 20 /J , by Taritio - - t who is personally known to me or who has produced b/14 L e identification and who did take an oath. NOTARY P LIC: Sign: Win. Sly Co * *! * *! * *** * ** * * * ** * * * * * * * * * * *** Signature Contractor The foregoing instrument was acknowledged before me this /9 day of - 20 LI,, by . t who is perso y known t o me ho has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY J. "1� Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Viiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: DATE: OS"I�¢J %� 11.1-1.v; 10/9.--4T/4-t / Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: (0 Z 0 KY er S 74 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: (Z4). 1/4e_ ZZOZ /9Z /SO ALEX 51* CKl @F FJMAMCiALOFFUCER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 04 -16 -4010 * CERTIFICATE Of ELECTION TO RE EXEMPT FR 1 ' LORIDA- WORKERS- C-OMPENSATI0N_LAW * CONSTRUCTION INDUSTRY EXTI.ON This certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATe 04(161201Q EXPIRATION DATE 04/1512012 PERSON: GONZALEZ HIRAM FEIN: 134275589 BUSINESS NAME AND i DDRESSi ADVANCED CQNSTIWCTION SERVICES GROUP INC 8910 SW 93RD PL MIAMI FL 33178 r SCOPES OF BUSIN4SS OR TRADE: 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR 4 IMPORTANT: Purulent to Chapter 440. t61141, f,S., ea tinker .et a corporation who sleds exemption Irony Ma chapter by filing r certificate of election under lids maim Bray nui mace batdtfa or cnnpeaattoa mbar title chapter. Pursuant to CMpter 440.116i12k E.S., CerbUlulsa of election to be exempt.. apply only within Om cope of the bualtttts at trele IIMlad bit the ndlite of election to be maewpt. Persil& to Chapter 440.01412i f.S., Wien td election to bit enrol cn4 certificates of aladma to be exempt theft be reelect to reaoetdton IY, of any flee otter the filing of the notice w es ieraance of Mt comliicur, the pima aimed on tie stoke or certificate to lancer meets the rogelremenis of 1DIS section Ion Issatome of a cotiflccto. The department dell savobe a rertiflcate at any lima for foliate of Our scion caned an the ceo(11Mte to meet Coe tequlremerds at this section. DWG-252 CERTIFICATE OF ELECTION TO BE EXEC PT REVISED 09 -06 ouEStldras? i$511 413-1S09 0512512011 16:51 ADVANTAGE INSURANCE OF AMERICA (F56495559 P.0011002 ACO,1 CERTIFICATE OF LIABILITY INSURANrE PRODUCER ADVANTAGB INSURANCE OF AMERICA 4520 NW /th St Miami, FL 33126 305 649 -5566 _ INSUReM ammtmu CONSTRVCTICS4 AGES GROT?P 16623 SW 111 zamzume )C I, FL 33177 COVERAGES DATED YYY» THIS CERTIFiOATE11$ ISSUED AS A MATTER OP lNFORNIATION ONLY AND CONFERS NO RIGHTS UPON THE CER IFICATS HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED EY THE POLICIES BELOW. INSURERS AFPOP1 0 COVERAGE MAIDS INSURER A ATLAD1TZC IcastiASJrY XLIGuE ores INSURER IL INSURER C: INSURER D INSURER E THE putlass Of INSURANCE LISTED BLOW HAVE BEEN ISSUED TO THE INSUREO NAMEDASOVE FOR THE POLICY PERIOD INDICATED. NOTW1YHSTANDH G ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TC WHICH THIS CERTIFICATE MAY CE ISSUED OR MAY PERTAN THE iNSUMNCE.AFFORDED 13Y THE POLICIES mama) hERE1N IS SUBJECT TO ALL TERMS. EXCLUSIONS AND CONDITIONS OP SUCH POLIONES.AGGREOATE LIMITS SHOWN MAY HAVE BEEN REDUCED EY PAID CJ AIM% GENERA UNMAN i MN IMEROIAL GENERAL LiAsu_rn• CLA1 RMAN E M ocCUR Q!N'L AGGREGATE LEWAPPUES n n Loo IIAMMW L1740003080 02/10/11 02/1 LIMITS EACH OGCUIa'N(:E 5 P I {Ea I a Lgp_sAt6 o_ $ /12 PERSONAL &ACV INJURY s GENERAL AGGREGATE 5 PRODUCTS • CI PAM 00 000 100.000 $,Q0O 1f0QO,00Q_ oa0.000 1OPACG .000 AUipMOM/ELLABILITY ANYAUTO AU. (AV DALTTOS SOLEIMED ANTOS HIRED AUTOS NON- OWNEOAIROs COMBO/EDS/Ntal-ELECT TT (C. O°I BODILYIN, I Y PROPERTY A}AAliE s $ GARAGE LIABILITY RANYASO AIJCO ONLY- EAACCIDENT a FAACO $ AOUT� G NL AGO ; IDIDESSARADRELLA LIABILITY OCCUR D OALM8MADE DEDUCTIBLE RETENTION Rlceffit11CNA41D MW vrovRa:reeq,Pmmmmomys I AL OVIE ISSmaV OTHER BAC t atcuRRENOE AGGREGATE $ PIACOICE�TT DESCRotrnoNorOAERATIONBiLOCAMN86VENICIEB /MCLUSIONSADDEDEYENOORSIGMTWMALPROY#SloN3 GENERAL CONTRACTOR FOR MODELING CERTIFICATE HOLOCR Mid SHORES VILLAGB 10050 NORT8EAST 2n1 AVENUE MSAMI SCORES, !'L 33138 -2304 1 �AOORD26(2601/08) fi00/ TOO'd ESLZ# cANCEI.LATTON EL DISEASE - FA EMPLOYEE. $ EL. Dtt3EASE -FOL ICY u�T $ • SHOULD ANY asme ABCIVE OEscRla® POLICES ES CANCELLED ISF'ORETHE EXPIRATION DATE THEREOF, THE I$$ INC INSURER WILL ENDEAVOR TO twut.30 DAYS WRITTEN NOTICE TO THE C @lilt 4 TB MOLDER NANOD TO THE LEFT. Inn FALUR$ TO CIO 80 SMALL ELdf'08E NO OaLIt3ATION LIABILITY OF ANY HID UPON THe INSURER rre AGENT$ OR REPRESENTATIVES. AUTHORS RFPRESENTATWg ACO _ r$ RPORATION 4988 ZS :60 1ZOZ /9Z /S0 tEEl:E 1.I 31dt/i NUIS311 C£lg �SS1 �8E�ft63 )1t.fr3 181 THIS INSTRUMENT PREPARED BY AND RETURN TO: Title Guaranty of South Florida 4470 Weston Road Davie, FL. 33331 Property Appraisers Parcel Identification (Folio) Numbers: 1132050320020 11 111111111111111111111111111101111111111111 CFN 2011R037P841) OR Ilk 27717 Pss 3767 - 3769 {3aes) RECORDED 06/10/2011 09228117 DEED DOC TAX 2020.00 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA Space Above This Line For Recording Data THIS WARRANTY MED, made the 16th day of May, 2011 by MARIO RODRIGUEZ, A MARRIED MAN, joined by his spouse CYNTHIA MARGARITA RODRIGUEZ, whose post office address is 1020 NE 99 ST, MIAMI SHORES, FL 33138 herein called the grantor, to JULIANNA CASTRO, a married woman, whose post office address is 1020 NE 99 ST, MIAMI SHORES, FL 33138, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of indtviduals, and the successors and assigns of corporations) W I T N E S S E T H: That the grantor, for and in consideration of the sum of TEN AND 00 /100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in MIAMI -DADE County, State of Florida, viz.: Lot "B ", Kinney Park, according to the plat thereof as recorded in Plat Book 67, Page(s) 78, Public Records of Miami -Dade County, Florida. Subject to easements, restrictions and reservations of record and taxes for the year 2011 and thereafter. a/k/a 1020 NE 99 ST, MIAMI SHORES, FL 33138 TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, 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, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2010. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. erl File No: TG11 -307 Book277171Page3767 CFN #20110379840 Page 1 of 3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111101 11111 11111 1011 11111111111111111111111 CFN 2011R0338211 OR l?k 27695 Ps 1007; Ups) RECORDED 05/24/2011 11:20=05 HARVEY RUVIHp CLERK. OF COURT MIAMI --DADE C0INTYt FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: (0 2- U N 4= 9'i S 1'l.' a trt 1, O S V. 1_ 2. Description of improvement: 3. Owner(s) name and address: v \i O N P - /� @� �- C� t Z D ki4c �Q j��-(� 440A..1- Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, add�ss and phone number: ?lh Sv.� 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon mir irs c i e Q tS pe served as oryiqed by -1 Atmar t L. Section 713.13(1)(a)7., Florida Statutes, 1 HEREBY CERTIFY MO ' 'WRY of fte Name, address and phone number r� u t er4e�crM fir�r' .(� , � �/� cT 8. In addition to himself, Owners designates the following persons I sj a'� bate •y, ' e; nnor` a Notice ee prdvu W Ti 713.13(1)(b), Florida Statutes. HARVEY VTN, CLEW, c' Circu4 Coin Name, address and phone number 1 CL 1H!t 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMP _R_O_VEMENTSJCL`LQUR_PROPERTY A NOTIOF OF COMMENCEMEb.CLNAUST BF RECORDED AND PORTED OIS THE .IOB CITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature(s) of ZEIr.(/ Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument.Aas acknowledged before me this or Owner(s) on s' Officer/Director/Partner /Manager ti � j Prepared By R '��.J A.) \vJ ��l [>ic Print Name S 1 �i �1 R 2-1 5 Title /Office /T % f ��- 3313 7 day of ividually, or ❑ as for onally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) - OFF•�Com fission # DD 995253 tbpntt� VERIFICATION PURSUANT TO SECTION 92.525. FLORID STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in ft are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123.01-52 PAGE 3 3/10 } ROOF ASSEMBUES AND ROOFTOP STRUCTU Master Permit No B Y: o°e Florida Building Code Editi High - Velocity Hurricane Zone Uniform Permit Miami Shores Village APPROVED ZONING DEPT BLDG DEPT ARM TO COMPLIANCE WITH ALL FEDERAL, pPPA °glirtUNTY RULES AND REGULATIONS Section A (General information) Process No. —qn Contractor's Name A-,) VOL/41 C__e `bs $ u C41. p Job Address (02_0 ■J P 9 er ST Zow Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section R (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 37)7 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) al !7 u. Pb C‘ fl Qt A s 29 FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 govem 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. 1. (r 6 Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. 8-0 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. O Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. ke Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. d- C Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. a Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not 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 R4402, R4403 and R4413. 7. 6 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. e, [4i.4 !� l7 Owner /Agents Signature Date Contra Si Revised on 7/9/2009 LD ure 4 ( 67/// 1 COUNTY "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section G page (Low Slope Roof Systems) FM in the specific roof assembly components. iP a component is not required, insert not applicable (ilia) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Gaf Material Corp Product Approval (NOA): System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 (P2) Perimeters: (P3) Comers: Psf Psf Psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Alternate Deck Type: Existing Root " : 12 Roof Mean Height: No El Yes Parapet wall Height: psf 16 SAME Are Barrier " o/c ft. Vapor Barrier: NA Anchor Sheet !GAF GLASSBASE Anchor Sheet Fastener / Bonding Material 1 -1/4 RS NAIL AND TIN CAP 1-5/8 Insulation Base Layer Size & Thickness: insu a on Base Layer Fast ner / Bonding M terra!: HOT MOP ASPHALT TYPE IV Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of PIy(s): I NA 1 Base Sheet Fastener / Bonding Material: PIy Sheet(s) & No. of Ply(s): `GAF GLASS CAP SHEET Top Ply Fastening / Bonding Material: HOT MOP ASPHALT TYPE IV surfacing: [GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: ft. Single PIy Membrane Fastening / Bonding Material: " 1/2 Sheet Width: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter. 3. Comer: " oic @ Laps & ', rows f( " o/c NUMBER OF FASTENERS PER INSULATION BOARD: " o/c @ Laps & 6 " o/c @ Laps & rows rows " o/c " o/c 1. Field: 2. Perimeter Insulation Fastener Type 3. Corner: NA WOOD NAILER TYPE AND SIZE: Wood Nailer F ner Type and Spacing: I8D NAIL ©16 EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment — Galvanized Metal- — SELECT EDGE METAL HOOK STRIP SIZE— Coping Material: �— SELECT PARAPET WALL COPING MATERIAL- Coping Size: - SELECT COPING METAL SIZE OR THICKNESS - Hook Strip Size: Parapet Coping Metal Attachment - SELECT COPING AL HOOK STRIP SIZE- High Velocity Hurricane Zone Uniform g Pr plic tion orm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Fla shing,Counterflashing. Coping, Etc. Indicate: Mean Roof Height; Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply RAS-111 and Chapter 16. Off �f�` 'T / . . Alamo , .34 x e a. c . Page 3a i WI eat Roof Hiient Ft. g Afohiz,: 1.0145 Fin? arfrke )1P. L e4 0--ei 6 © -C 1(1/15/2007 M LAM MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAfd.FR BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Baiit -Tip Roof System for Wood Decks. 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 ofthis product. TERMINATION ofthis 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. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 APPROVED ASSEMBLIES Deck Type 11: Wood, Insulated • Deck Description: 19/2" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only , plastic plate only (Table 3) Density /ftt =P) . EnergyGuardm, EnergyGuardTM Composite, EverGuard® ISO,'E aergyGuardTM RA, EnergyGuardTM RA Composite • Minimum 1" thick N /A' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuard"1' Reco Minimum V2" thick • EnergyGuardTM Perlite Minimum' "thick Fiberglas (Min. 15/16" thick) er Board, Wood Fiber, • N/A N/A N/A N/A N/A • N/A Note: MI insulation shall be adhered to the anchor sheet in Hill Mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please re er to Roofing Application Standard RAS 117 for insulation attachment. Insnlation•listed as base layer only shall be used only as base layers with a second layer of approved top layer insulatio installed as the final membrane substrate. Composite insulation panels may be used as a top Jaye placed with the polyisocyanurate side facing down. GAF requires either a ply of AFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM P rlite or wood fiber overlay board on ail isocyanurate applications. Fire Barrier: FireOutTn Fire Barrier Coating, VersaShield°' ion- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockT". Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, S TAVENT! Eliminator Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat WeldTh Smooth or RUBEROID® Heat- eldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFOLAS® Ply 4, GAFGLAS® Flex P1yT"A 6 GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck approved annular ring shank nails and tin caps at a fastener spacing of 9" c. at the lap staggered and in two rows 12" o.c. in the field (Maximum Design Pressure -45 psf, See Ge,ralLimitatwrs #7) IAPPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page S of 19 Fastening Options: GAFGLASe Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teerm steel plate or Drill -TeeTh AccuTrao Plates, 12" o.c..in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -4S pay; See General Limitation #7) •GAFOLAS® Flex PIyrm 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the . field. (Maximum Design Pressure 52.5psf, See General Limitation #7} GAFGLASe #80ULTIMATM, RUBEROID ® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 114 annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows . staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTh #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill-Tee AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of sheet. (Ma lmum Design Pressure -60 psj, See General Limitation #Z Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" -in the field (Muadinum . Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teerm steel plate or Drill -Tec AccuTrac Plates, 8" o.c. in 4 rows. .One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psfi See General Limitation #7) Base Sheet: (Optional) Install one p • of GAFGLAS® 1175, GAFGLAS® #80 ULTIMATA' Base'Sheet, GAFOLASe STRATAVENTe Eliminatorm Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat Welder Smooth or RUBEROID® Heat Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsdsq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY. 4, GAFGLAS® Flex PlyThl 6 sheet, #80 Ultimna, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq. NOA No.: 074219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing; (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergCapm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. (Optional, required if RUBERO1D® MOP Smooth or RUBEROID® '20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60IbsJsq. or applied in a flood coat of Leak Busterw MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterT' Matrixm 715 , Leak BusterT' MatrixTM 322, TOPCOAT®' MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galisq. 5. Leak BusterTM Mari/MI 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufaon:rer's specifications and applicable Building Codes. Maximum Design ]Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 PagelOof 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip shut is required with Ply 4 and Plex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum l" Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., 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 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 12' 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 maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or•membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 nailers, metal profile, and/or flashing termination designs shall conform with 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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. 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 9B-72 date Florida Administrative Code, END OF TOYS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 192 w 2007 ROOFING • flOOS COVERING:WM:NCB (1-lell Roofing Systrera- (TGE19-.-Catithrueti c.oat Sales", a.75 gal/ • *- - Base Coat "A-38 Smite, 0•75 Coat "A-08 Series , 0.75.gal/Stiphas walnut shells at 0.75 Ibs per sq- . 5 g " A-38 Series ", %75.galisq plus walnut shells at 0.7S lbs per sq- 46 Der NC Incline 3/4 Spray application of 2-in. thick "MAW° 273- (2-7 lbfit3 ) S Spra yapplieation•of 28 to 34-m11ST-8730"f (ahmtinam) 47 - NC • Indio= 1/2 Spray appliaici 42.4„. thiCk."Pnlytoam i737 (27 m/ft? el-fr Spray application of 28 to ii-tails "iM782' 0401Y) •, .•• .1443° EARAYO141:017#70 = • 20" -cu,"Ruberold Modified ,Base Sheer majubsteafications. utilized- as an to • G2 bese 8110 On of4he followme • (min). :up= 3-i4 in. tht& .(min) G-P Gypswn Dens rdat be rieditecigquatcombustille deck atam•fi -cation. • (t5731..tex=' zirrhies),F, *0 acceptable forboltedmir !: at the When ..6n, • fi. - over • • GAF d are offset 6 in. With the ' in the - pol=ene roof system, it must* placed the overlayment le plies of "GA.7..AS Ply 4" or "Ply 6" nr be adhered to CR DeosDedo9 in hot asphalt nerd Illtra" is an acceptable alternate to "BiiirgyGuarcr in any Classification. tralavent Eliminator Venthag Base Sheet (Nailabler may bemechant-" or hot mopped atter noncambustalle decks and as a recciver over Verels•insulatice may be utilized as a cover board over "EVER.- insulation ba any of the following systems . otherWise indhated, the ioof insulaticat is raeclurically fastined, in any of the wing Classficatans include 'BMW to glass fiber insulation include "BnergyGuarcl178;eiglass Jnati- 'Yi 'WITH HOT ItOONNG ASPHAY.T. with hot =cang Walt or methane insulationfadhesive= . . ; • • - ei ar Dire ).is a suitable alt".9jr:TYpe4475G1 . -41 kle.aeleaw' ca. fiber sheet ("GAFGLAS PlY r cd"GAFGLAS Ply 6"Tiothe Gratis.A,13 or C V ' ,...': indleatetnielbWo ' The deck may first beicovered with a Type G2 asphalt glass artafbase sheet ,. ' Stratavent Eliminator Vending Base Sheet grerfulattedr or "GAF Strata , ■ liflisahartor Venting Base Sheet (Naflable)" . Perforated to be and mailable to be me:11%13104 attached granule side down.: •Aft G2 'asLahelt glass. mat base sheet ("GAM:LA.5475 Base Sheet', '=Gar#13D1...," or "GAF Straimient Eaator Verdi% Base Sheet le)" may .be. pubelitgled far G1 asphalt ghiss fiber ply sheet (" 4" .or "GLAS Fly 6") as The riled Base' ply in the folio , . base sheet may b sponnopped or mechani- - • . APO ..-. i . ,, :— .... , eiraerWise indicrftdAll ins:a:lilies iiiy be hot mopped orntechri- .. 1 - .,:.. GLAS Flashing" or "Inbetuid" maybe-used for flaking in any of the Class 2 B or C systems listoi Wow. ,., "perlitens referenced, this include: `tAFTIRYIP•PERMAthrn" or , • . ,.. 1)1.. Classified perlite iosulation.. • • . , ,.. stone ar deg are saitable aftemates ka‘graird in any of theitlass A, 13. or C .,-,. - litited.. S. '.. • "n cement filkibtuidirgindIs are consideted nitablata be induded as a • ‘.. . in the following Class A, B or C systemalisted over C-15/32nr NC. The of,gypsura board rmdernfr of the folletwheClasiA, B or C Systems does " adterselyaffect the Wing. 41* usetlf 1/2 iti: Min gypsum board is an , b.", r. 1 .le alternate fox instahrtion seer C-15XS2 decks. The -of polystyrenoinsulation board betwetirtrdn 3/4 M. iei4ite board with rosm. paper (perlite/rosin paper/yre perlite" ) is a sni• t& alternate for isogyanmate board in the fo i . .. Class A.B or C • 2,1 " FateiggirGuard RA", Ci:11;r1d. gnergid Re. '60314Clk uard lUr may be eubatitutPd for any ;Om. P01958°6•P•Vulnde insula- tion to• an, of the following Classification& Isikig4iy be:utilized with a,ny of the following' "'Asp'. halt WO Premium Basiermarbe used* in a* cif *the foROwing -...: • Pelt S ;-''.. ' with Hot : W-. • a c ra....• Phi 'suitable alternate to "GAITGLA Ply 6". /AL/ SYSIEMS•DIREVI-ORY "'IMF COVER1NOmmuns pen Roofirt,g SykteligaGFU)—Coniinued -"GOMM tamale Reuiverildate may be used in lieu of Ony't insuhiion is arty of the following*NCClassifteations. Unless otherwise indicated, any of the 'Asphalt Felt Systems will Roofing Asper may be.sadaced-wifii "i'liresbield MB" at 2.5 -.3.0 gal Class A,(Btanck C -.- • Hot roofing asphalt, for use with organic and glass felts or modified d bit membranes. "Ruberoid,.}leat .Weld" SBS roofing membrane may be used in "Rnbexcid Mop" MS prodUcta in any applicable Classtfication. Class A 1. Deck C-15/32 • . 3 htsabalon.(Optional): One .or more Juyempedite' , wood fiber • Om isacyanurate, uielharie, peritte/isocyamtrste composite' , pt methane arnarajle, woo te ouToe,..Phenolt thickness. • • Ply Sheet Three oirraore layers Type Gi litAFGLAS Ply: "GAFGLAS Ply, 6", *mopped. • Snrfadnp* Gravel • • 2. Dedo C-15/32 Incline 2 • " ' • Insulathin -(Optional) One- or 13;thie layers perlite, wood fiber fiber, isticyannrate, urethane, speditelisocYanurate Composite, p urethane composite, wood fiber/isacyanurate composite, phenol Sickness. Ply Sheet Three or more layers Type G1 -"GAFGLAS Ply "GAFGLAS Ply 6". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfac. e Sheer or "Rnergyeap Mineral Surfaced Cap Sheet". 8. Decic NC - Main= 2 Insulation (Optional): One or more lityeis perfite; wood fiber fiber; taocyanorate, urethane, perlite/isocyanurate comporite, p • urethane composite, wood fiber/isocyaruirate composite, phenoli max. • . Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or GLAS Ply 6". Cap Sheet- . One layer Type G3 "GAFGLAS Vaperal Surface Sheer or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck NC Ineltwo- 1/2 Insulatiorc One or two layers "Isotherm R", 4 in. max, hot mai • Pik Sheet Any UL Classified gravel surfaced Class* asphalt gin • mat s'ystem. 5. Decic C:15/32 • . Slip Sheet (Optional): .Red rosin paper, nailed to deck. • Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (1 nailed). Ply Sheet- One or more-layers Type Gi "GAFGLAS Ply 4" or GA Ply 6". • . Cap Sheet One layer Type G3 "GAFGLAS Mineral Surface Sleet° or "EnergyCap Mineral Surfaced Cap Sheer. 6. Deck NC • • Incline.; 3 • Base Sheet One layer Type G2 eGAFG'LAS.f75 Base Sheer. . • Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or GLAS Pis? 6'. Cap Sheet One layer Type G3 #GAFGLAS Mineral Surfaa Sheet' or "EnergyCap Mineral Surfaced Cap Sheer. 7: Dec% C-15/32 Inclinc 2 • Insulatims One or more layers perlite, 'glass -fiber, isoeyenura thane, perlite/isocyanuratattaraposite, perlite/urethane coloposi itolic, 1.0 M. min (Ciffset from plywood joints 6 in.). Base She,* One or more layers Type G1;G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Q "Rubetoid Mach Pius" (granule), "Ruberoid Mop" (Smooth or G or "Ruberoid Mop This" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sb "EuergyCap Numeral Surfaced Cap Sheet", hot mopped_ & Decic C-15/32 IneliTIP. 2 Insulation (Optional): One or more layers perlite, wood fibs fiber, isocyamnate, urethane, perlite/isocyanurate composite, urethane cathposite, wood ither/isocy-anurate composite, phew: thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Merobranz One or more layers "Ruberoid Torch" (Smooth or G "Ruberoid Torch Plus" (gr:oink), "Ruberoid Mop" (Smooth or C or "Ruberoid Mop Plus" (granule). 6,AfGLAV Specifications N-134-IVI/P6 and NB-4M Specifications Gezierai . Application recommendations detailed an pages 17-20 shall1P*1n addifim to fiteldhatiing recommendations and spectlications. kip Dagen of Roofing Membrane . 1. Over entre stelace, lay otte ply of sheathing paper where appor2ole. Lop each Shed 2 inches over preceding sheet. Hall sufficiently to bold in place_ 2. Sidling at the low point of the mot. lay OM* of 6AfeLAS Base Sheet. lapping each sheet 2 inches at edges and not less than 6 illChes at end laps. Nall tong lap of base ply at intervals not to exceed 9 inches andstagger-nall down center of shed in Wm rows with nails spaced al 1 8 Inch intervals in ea raw. Use i2SterterS with Integraf metal heads at least 1 inch in rframeter or square that are nicommended by GAF mateiials Corporalion or the deck Inam#30.1°r. (See 'Special Inslrusdone below.) 2. Muting at the low point dills roof. mop two dies of GALA S PIY shint1 fashiorc lapping each *sheet 19 Inches over fbe precernas sheet snfidtif tuoV ping togs underlying base sheet to provide three -plies over the entire roof ama. .. Asphalt Becpdrinten= bawdy raopplogs of Roofing Asphalt must be appftecitn a confusions tern shall consist of approximately 25 pounds per100 square feat of mof area, a tolemM2 natio emeed.20% plus or minus. The aperlaul210 usribultior slopes involved must be used. slope per loot Asphalt Too . Up b] steep AS111IType Ut 5-6 ' :„ . lit-Steep AMA Type PI. ! • Ost dopes up to %loth perfoot„ Rat /WM Type ll Ivey be used dozept i ' 1Floddi, Tars% New Mexico, Admen. and CaMornia. • Apply CAMAS Woad Surfaced Cap Stettin accettiance with the apph kistnictions on page 20. so that** laps are ofiselfront hot laps taw Pl. • 1. See mcommendallans far use over gypsum decks on page 9. t. 3:G' .nsas=sua . 2. Acceptable SAFGLAS Base Sheets toddle STFIA1AV ENT* (Vent Ply Naild. Decks remind for freshly pouted gypsum desks: GAMAS # Sheet, 6AFOLAS" PLY fit and GAISLAS Ply 4. For wood decks and s ; wood fiber decks. When 6AFGLAS PlY 4 or COMAS PLY 6 Is toed 0 I sheet, a slalugling paper is reordred. - t .&-SeeNalling.d.WeiguudPaes 19- • .. For mot dopes on InalPerbioTorterse,andrfelts most be backna • Inches Infronithe backetkle of thett.Seeinsfahallat ea Steep Roofs: 1 _:L. c2:15:CfigUltilill est Zones I tit. mod %elf . 1. Substrata 1 Gam Comhootthle end Notteltialgaft 1 Ctiohusibte.vieod planks, boards, dr, plyWood tinin. flla bu I Waded stood mod oolo, sh Inds thickness). 11C.4101 only NOInAlithUan =Steel. po iber d or precast stroetoral concrete. insulting Chillate. WSW% 5triXtural limd' eir- 2. Slope • 1113XiMunt slope allowed; in inches per toot A-I ENGINEERING INSPECTION SERVICES, INC 7066 SW 44th Street Miami, Fl 33155 TEL.786-326-9877 FAX.305-485-9011 LAB. CERTIFICATION No.10-0512-01 May, 24 2011 CONTRACTOR: Advanced Construction JOB ADDRESS;1020 NE 99 St, Miami fl LOW PITCH ROOFS FASTENERS CALCULATIONS Description : Flat Roof Roof Mean Height: 12"-0" NOA No: 07-1219.09 Roof System Manufacturer : Gaf Material Corp. Deck Type : Wood Deck BaseSheet & Fatener Type : 2" Insulation Perlite,1 Ply GAFGLAS # 75 & 1-1/4" RS Fastener Tin Cap. Ply Sheet & Method Type: 2 Ply W Hot Mop, Mineral Surfaced Cap Sheet Area: 377 sf Maximum Design Pressure, from the specificNOA := 52.5 psf Scope of Activities & Findings; - Minimum Design Wind Uplift Pressure, from Wind Load Calculations: (See Attach) SF per fasteners at field Field := —46.46 psf @ 9 in o/c on laps and 2 equal rows 9 in o/c perimeter := —77.96 psf @ 6 in o/c on laps and 4 equal rows 6 in o/c 4-117.34 psf @ 6 in o/c on laps and 4 cc lap := equal rows 6 in o/c (36in — lap in) Net width(ft)=Nw := Nw = 2.7 ft 12in Net length(ft) Ln := (too) Ln = 37.5 ft.(to make one square) Nw Rs= 10.7 in. Number of fasteners per square: Side laps row= fl ( := 12).Ln-N1 spacel spacel := 9 Center row= fc ( 1 .Ln.Nc 12 spacec ) Total := fl + fc Total = 150 fasteners/sq. 100 Ft2 x per fasteners= FT :— FT = 0.67 Total Fy := NOA•FT Fy = 35.00 lbf. spacec := 9 NI -= 1 Nc := 2 fl = 50 fasteners/sq. fc = 100 fasteners/sq. A -I ENGINEERING INSPECTION SERVICES, INC 7066 SW 44th Street Miami, Fl 33155 TEL.786- 326 -9877 FAX.305 -485 -9011 LAB. CERTIFICATION No.10- 0512 -01 General Equation: FS= Fy x 144/P xRs Results; 144 Field Area= fa := Fy. (Field• 10.7• -1) 144.2 Perimeter Area=, : = Fy (perimeter. 10 144.2 Corner Area = := Fy (corner. 10.7.-1) ,J Cordially fa = 10.1 in >9" o /c. ok. (P1) fa = 12.1 in >6" o /c. ok. (P2) .7• -1) fa = 8 in >6" o /c. ok. (P3) REMBERTO CONTRE1 AS P.E P.E #21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: IR Company Name: A -1 ENG INSPECTION SERVICES,INC Description: WIND PRESSURE OF ROOF 1020 ne 99 st Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 0.3 :12 Slope of Roof (Theta) 1.2 Deg Type of Roof FLAT Kd (Directonality Factor) 1 Eave Height (Eht) Ridge Height (RHt) 12.00 ft 12.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B 60.00 ft Width Feral. To Wind Dir (1 75.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.20 Flexible Structure No Calculated Parameters Importance Factor f 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Face I Strt impl Pied Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Zm Zmin ustFactor +egory li: Rigid Structures';- Complete - Analys s 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9109 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8781 Gust Factor Summary GISince this is not t a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2o@s1 ENG INSPECTION SERVICES,INC 5/24/2011 Page No. 1 of 4 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 =_> 2 a 2 1 a Gabled Roof Theta <= 7 4.80 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min ROOF ZONE1 3 3 9.00 1 0.30 -1.00 22.23 -46.46 ROOF ZONE2 3 3 9.00 2 0.30 -1.80 22.23 -77.96 ROOF ZONE3 3 3 9.00 3 0.30 -2.80 22.23 - 117.34 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 20ii81 ENG INSPECTION SERVICES,INC 5/24/2011 Page No. 4 of 4 2011 11:20 1565 Northgate Blvd. Sarasota, PL 34234 Phone 941 358-5662 ri.LFEPOLE SIPPLY 941 MS 5692 P.01/03 Fax to: MERCY Company: GULFEAGLE $UPPLV,INC Loation: ,FL # 22 Project Name: Contractor. MIAMI CHURCH N/A JOB* 11-1355-A Quote Date: 5/19/2011 ROOFER TO VERIFY AREA & MSASUREmENTS OF ROOF •=1 Materiel: Tapered Roof Area: 'Tapered Slope: Minimal Start Maxima 'Thickness: Pill Insulation: Overlay: 1' Baalayer: + 7WERMAL7 PERUTE 3-77 1/8" .25" 2.00° PERUTE NIA NIA NIA Wert!: NIA NIA N/A N/A Tatel Applied: 412 Supplied: 8.40 TNERED . R- . 2.63 ase Information: Project Estkesdor: BRIAN PIKE Quota Ejal§siagehamo&orn PricOrtif Wiketsper ,inu , and fifl As a supplier of materiels, Otrtfeagle Supply Inc. does and wfl not assume or errors in design, englneerina, drain location, field conditions or R-V be * tO of materials. 2' ow•1 A8+1 SAS +1 A8 SAS 4, 0 T 0 A 0 h WO • 0 y ' 's• - • 0 ' '' 0 - 7. I Ii ifIr• .1, 2* 4' 6 x 60. .Aes a` 0 yr- ; 6 ,04". 1P6/ v / • 7 1 - 00 9! .V MIAMI CHURCH .GUL PERMS SUPPL PROJECT CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: To- ttl \o1 PERMIT # ler ,r // 1 / ADDRESS: /02.--0 A/6 �� —SA; 04 I rA14/r i L 37% 35 FOLIO NUMBER: / f , toro 3 00ZOFLOOD ZONE: AE BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): NA— COST OF PROPOSED IMPROVEMENTS: 1 � d, °-- (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 4 3, J, VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: 0/(6 J /( PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 t/ DATE. : ail) sit) DATE:( SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool 0 ' 'Miami -Dade My Home My Home is rttdade. ov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11 -3205- 032 -0020_ Property: 1020 NE 99 ST Mailing MARIO RODRIGUEZ Address: 1 Living Units: 1020 NE 99 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2639 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,361 Lot Size: 12,965 SQ FT Year Built: 1960 $50,000/ $304,730 5 53 42 KINNEY PARK Legal PB 67 -78 LOT B LOT Description: SIZE 103.720 X 125 OR 17186-2879 0496 1 COC $25,000/ $329,730 22757-4915 10 2004 1 Assessment Information: Year: 2010 2009 Land Value: $155,580 $227,147 Building Value: $199,150 $212,789 Market Value: $354,730 $439,936 Assessed Value: $354,730 $439,936 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $304,730 $50,000/ $389,936 County: $50,000/ $304,730 $50,000/ $389,936 City: $50,000/ $304,730 $50,000/ $389,936 School Board: $25,000/ $329,730 $25,000/ $414,936 Sale Information: Sale Date: Sale Amount: 10/2004 $500,000 Page 1 of 2 Aerial Photography - 2009 0 115 ft My Home 1 Property Information 1 Property Taxes My Neigh • orhood I Property Appraiser Home I Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend N Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 5/19/2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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. To: Miami Shores Village Building Department Date: O 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: v p ovAlA t d4s47-0 Property Address: 99 S t; AA iq> 1 i L ? 3'� Roofing Permit Number: Dear Building Official: ca ( 16k "Pla 6611 certify that I am not required to retrofit the roof to wall connections of my building because: A 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. ❑ 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) Signature uo ea Print Name State of Florida 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 L _ day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of a • valorem taxa •, ?' • ua o , + • • . d the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the R to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Permit No: 11 -9/7 Job Name J- D2 X , 2011 Miami Shores \fivage Building Department �� U � � / 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Criti ue Sheet G� e 0 G : iii r crL ����//rJ �, �c r /i4.... a1, 7. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CB0 305 - 795 -2204