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RF-11-886Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161261 Scheduled Inspection Date: June 23, 2011 Inspector: Bruhn, Norman Owner: GARVER, EDUARD & PAULA Job Address: 153 NW 100 Terrace Miami Shores, FL 33150- Project: <NONE> Contractor: AMAYA ROOFING CORP Permit Number: RF -5 -11 -886 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number 305 -754 -6070 Parcel Number 1131010230220 Phone: (305)386 -9325 Building Department Comments RE ROOF FLAT ROOF Failed ‘17),J, Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 159841. ACCORDING TO SECTION C OF THE PERMIT PACKAGE, THE WOOD DECK SHOULD HAVE A 1/8":12 SLOPE THE ROOF SYSTEM INSTALLED HAS A NEGATIVE DRAINAGE IN THE EAST SIDE OF THE 2ND LEVEL ROOF. NEED TO PROVIDE Positive DRAINAGE. June 22, 2011 For Inspections please call: (305)762 -4949 Page 29 of 32 ti ' Miami Shores Village Building\ Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # -e v -s- 1- • INSPECTION AFFIDAVIT DATE: I I 1 licensed as a (n) Contractor / Engineer / Architect, (Print name and drde License Type) FS 468 Building Inspector License #: 92 BS-001)47, On or about" rill'', 201/ A 7 /SAM- , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at / 1 L/ /e,e) 7i 4'T , F 55/ 50 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 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. Swom to and subscribed before me this day o Notary Public, Sate of Florida at Large (Z` GLORIA°. AMAYA MY COMMISSION # DD 887898 <a EXPIRES: June 8, 2013 Os Bonded Thru Notary Public Underwriters *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 # dearly shown marked on the deck for each inspection Revised on 5/21/2009 05/13/2011 10:44 FAX 3054069865 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE MIIiDIER: ( 7G?d4949 BUILDING Fermat No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder) - . C & ve r ?h 307 , i Address: , VU L 1002 MAY 167(1I1 City: l C Y c State: _ . Zip: r� Tenant/Lessee Name: Phone#: Email: JOE ADDRESS: .'N . 100 Ter rA e' City: Mimi Shores County: _ . Mani Dade Folio/Parcel#: Is the Building )ftorica1y Designated: Yes NO _Flood Zone: phone: 03 3(Q "t J G 7 , Z i p : 3 1 CONTRACTOR: Company Name: Address: ji W I I -r-erra Ci y: Paw_ _ state; _ � 5 Qualifier Name: GM' _'hone#: State Certification or Registration #: 2c. 0 0 ' L Certificate of Compete= #: g71;7 6-W-- Contact Phoned: `3 17 6Z Email Address: 410 '{e, (..O 9 v DESIGNER: Architect/Engineer: — Q IN Phone#: Value of Work for this permits $ 1 91;5 , at) _Square/L. Footage of Work: "3 �O Type of Work: UAddition G1Aheration UNew Repair/Replace Description of Work: c F % r EXXYP ©Demolition * * *****ssooso** woe ### * *ainpooMrs** *** * ** *1 hip ***** * #ibs9******** ***** ey�+k�lF***p**** *loss Submittal Fee $ Permit Fee $O U CCF $ CO /CC $ Scanning Fees Radon Fee $ DBPR $ _____Bond $ Notary $ . Training/Education Fee $ Technology Fee $ Doable Fee $ _ Structural Review $ TOTAL FEE NOW DUE $ 05/13/2011 10:44 FAX 3054069865 X1003 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State TAP 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 1 RATERS, 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." 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 properly 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 appro ed and a reinspection fee will be charged Signatn Owner or Agent The foregoing i strument was a ,, . wle ged before me this 114 day of v' At , 20 IL, by , 1.1 Ida (lark/ who is ally known to me r who has produced °^ ._.. As identification and who did take an oath. NOTARY PUBLIC: The foregoing day of '"i who i Contractor nt was acknowledged before me this I j/ , 20 L, by C A vt tit' -1+1 140U (P) C� to me or who has produced ,as identification and who did take an oath. NOTARY PUBLIC: 6)(1t-k A Structural Review (Revised 01 /10107XRevised 06I1012009)(RRvisad 3)15109) Sign' Pri kr, I : 1?'., ri on , , .11! • 'SSIDN N DD 887698 y; ,Ri EXPIRES: June 8, 2013 Bonded Thru Notary Public Underxrtlters O.AMAYA \T ONE a wzir., Zoning Clerk 05/13/2011 10:44 FAX 3054068865 I1004 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 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 govern the minimum requirements and standards of the industry for roofing system installations. Addltlonally, 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. - 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 a reement between the owner and the contractor. i0 Rending 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.✓ ommon rot: 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 owne should notify the occupants of adjacent units of roofing to be performed. 4. posed 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. / ond'mg 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. O. J/ 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 84402, R4403 and R4413. 7. 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 red 7 _ It may be beneficial to consider additional venting which can result in extending the service life of the roor Signature Date Revised on 719/2009 ID iv. vv £ LO. ovvyvvavvv NOTICE. OF COMMENCEMENT A mmCDBDED COPY MIiST BE POSTED ON THE .DOB SITE AT TIME OF FIRST iINSPECTION PERMIT NO. FOLIO NOJI 3 t Of n 023 —0.17)0 STATE OF FLORIDA; COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvement 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. and st eetladdrese 2. Description of improvement: a►' 3.Owner(s) name and address: r , L� .�'7 .. ! , r..strr .' /I3�r'�.711�1� - /?r ' ;rrr lit 5k JVrSr Interest in property: Name and address of fee simple titleholder: 4, C ntrso#ar's narnq, address an one number, 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 whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, 1 Name, address and phone number. 111111111111111111111111111110t1111111111 CFN 2O11RJX 174-62 OR Bk 27 >; s Pe 3606; (1r►s) . . RECORDED 05/16/2011.09110:51 HARVEY RUM, CLERK OF CST fitAtII —DADE COUNTY: FLORIDA LAST PAGE spew above rived for use of recording office �) 1 s Ili 5. in addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. �. Name, address and phone number; 9. Expiration date of this Notice of Commencement: the expiredon data Is 1 year fee the date of ram:Wing tmldss a different date is epaeMed) WARNING TO QWNEFC ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART t, SEOTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JO? SITE BEFORE THE FIRST INSPEOTiQN, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NQ110E OF COMMENCEMENT. Signature(a) of ' ;;rr� or Prepared Byk Print Name Title/Moe STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing letromepl wee apknoacledged before me this day of , • `Q y _ t73 tfir Individually, or la ea for arts). Authorized Officer /Dlrector/Partner/Manage,; P . Prepared By !00' . Print Name • Title/Office Personally known, or U produced the following type of Went Signature of Notary Puba= Print Name: (SEAL) Under penalties of perjury, I declare that I have read the foregoing and that the fads stated in It we true, to the best of my knowledge and belief. Signature(s) of By or Owner(s)'s Authorized OOtcer/Direator/Partner/Manager who signed-WAN 1E10147 WIOaa vie AtU eR_. By STATE OF FLORtrA COUNTY OF CADE i HEREBY CERTIFY Via g % (rite roi ( anginal aril ci . N', 05/13/2011 10 :45 FAX 3054069865 X005 Miami Shores Village 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: PCOACL "ci uttLy.A 6' Property Address: /I J 1 iti�} �.L YYYQ Roofing Permit Number. Dear Building Official: I Av 61\-9-0 - certify that I am not required to retrofit the roof to wall connections of my building because: X, the just valuation for the structure for purpose of ad valorem taxation is leas 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) P6AA/1.6.. Gainizr Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is th owner for the above property mentioned. Sworn to and subscribed before me this I . day of M , „t� ,,,,, uwAI lAtiIW ES �� 4 W�,1.uwt,��f/�li a��/ I'S Notary Pala • � W irryrCommitslon MOM* 'SAM * OD T441S1 Notary Public, Sate of Florida at Large • When the Just valuation of the structure for pwpose of ed verorem taxation is equal to Cr mae than $300,000.09 and the building was not eonsthxted halt/ FBC naa 1994 8FBC. Then you must provides buidehg apps on from a Gated Contractor tor the Roof to Wel cotyledon livracane tdtl6yatiom. Revised on 5121/2009 Permit No: 11 -6 Job Name ,2011 Miami Shores Vivage Building Department Building Critique Sh et CC o�- /()Z((4 1 3z- 7 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 3- `:31r7_ L-1-0 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 CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTIONI IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. N COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: NIA KIN BUSINESS ADDRESS: «3S.O Sig 1101-14f. CITY i) 1 STATE CI\ ZIP CODE 33 BUSINESS PHONE: (3 °S' ) YG c137-S- FAX NUMBER (307) .3'37-11)10 CELL PHONE .086 ) 7 13V1 QUALIFIER'S NAME: G 1 1 4 t WWI(E - QUALIFIER'S LIC NUMBER: 92 BS oo l-1 2 E -MAIL ADDRESS (IF APPLICABLE): CANiI CA`(0 4'i� 6CA©\ CAM . Created on 3119109 BY MLDV 1 RV 3126109 MLDV PRODUCER V.I.P Insurance Agency 1535SW 87 Ave Miami, FL 33174 Phone (305)28648ES INSURED Arno Roofing Coto 14350 SW 112 Terr Miami, FL 33186- (788) 208-9354 ITY INSURANCE DATE (NIM/DDNY) 02/04/11 TRIS CERTIFICATE 15 188080 AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COMMIE AFFORDED BY THE POLIC ESBELOW. NA1C-# INSURERS AFFORIMGCOVERAGE INSURER A: Hermitage Insurance .Company INSURER B: INSURER C: INSURER D: INSURER E: • COVERAGES THE POLICIES OF INSURANCE USTED HAVE INEENISSUEDIVIREMSURED NAMED/MOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIRENENT, TERM OR CONDITION OF MY cetwiiier COMMIER DOCUMENT W1T4 RESPECT TO-WHICH THIS CE -MVICATE MAY BE ISSUED OR LtT85HQWNMY P1VWNWUU BY PAID ULAIIVIO. CY Limn POLICIES. NM ABM AGGREGATE TYPE OF , ' EACH OCCURRENCE 1,000,000.00 50,000.00 A 1. [--] r i , 1 GEt4ERAL LIABILITY 2stioul 02/04/2011 02104/2012 ' ' c, TO RENTED - ' s me emotional) r CONIMMICIAL GENERAL LIAB MED VP (Any orte person) 1,000.00 CLASSMATE r5 cecuR PERSONAL & ADV INJURY 1,000,000.00 r- 1 GENERAL AGGREGATE 1,000,000.00, .. *NOTATE - COMPIOP AGG 1,000,000 .00J GEML AGGREGATE utwirrAmitiMeitat 0 POUCY 111 PROM? EI Loa AUTOMOBILE LIABILITY ANY AUTO LI ALL OWNED AUTOS r___, SCHEDULED AUTOS Li HIRED AUTOS LI NON OWNED AUTOS - COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per atelderd) AUTO ONLY - EA ACCIDENT [-.1 Li GARAGE LIABIUTY PL '' 0 ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG • EACH OCCURRENCE ' I EXCESS! UMBRELLATJABILrfY LI OCCUR LI CLAIMS MADE [1 DEDUCTIBLE RETENTION $ AGGREGATE 1/401COMPENSANONATMI EMPLOYERS' ANY OFFICER (Mandatory If yea, LIABILIT'Y PROPRIETOR / PARTNER / XEcUIIVE / MEMBER EXCLUDED? In NH) describe under betow n vie sTATh- r - TORY Limas E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY UMIT SPECIAL PROVISIONS HER _ .._ _ ___ —..,..,...2aitaz,...-.. -......... awl& eh, atttit IttriLIV 1 42DIXFSAI DOMBIICINS DESCRIPTION OF OPERA CERTIFICATE HOLDER Miami Shores Village Building Depatment IOW IsL entoa iviituni 151/1 izaavraorefo, i) or CANCELLATION SHOULD ANY OPINE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL END MAIL 30 DAYSWRITTEt NOTICE TO THE CERTIFICATE H ER NAMED 0 THE LEFT, BUT PALURE TO 00 805 IMPOSE NO 0 CATION OR ILITY OF ANY ow UPON THE INSURER, REP SENTATIVES. AUTHORIZED REPRESENTATIVE O19811-2009 ACORD C RATION. All rights reserved. The ACORD name and logo are registered marks of ACORD OF LIABILITY t wE DAT (MM Demwl I 12/17/2010 THIS CER�iFIC )8 ISSN AS A MOM OF 11'1 VDRMATION ' ONLY AND CONFERS NO LEI I ' HE COTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY A ND, EXMOOR ALTER THE COVERAGE AFFORDED, ABEL BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE kCONTR4141 ESN THE ISSUING INSURERS} AUTINNSIMDREPRESENTATNE OR PRODUCER, AND THE CERTIF . , . , IMPORT A If the es/EfImilsbater 'le an A,DORRINA00755010, the policy (1es) must be b ut r RADMIRCIGATIONIS WAIVED, subject to the tonna and conditions of the poky, tter cam► 1?III; ie endomemetlt. A statement on *Is certificate does not corder rights to the cerdflcate holder In lieu of suchrendoraemsnt1e? PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33758 MAt Ulrn Nok INSURER A: INSURERHOAFfORDIKE G VERAOE FRANK SON CRUM INSURANCE, INC. 11800 NAIIN INSURED FrankCrum 1-803- 100 S MISSOURI AVENUE CL 1 A R 11 NOTWI TNSTANDNNOANY RE PERTAIN,,THEINSURA CE MAY HAVE BEEN INSURER B INSURER terisiutar OR OTHER DC t13 SUS-tEC1"TO ALL TYPES OF INSURANCE POUOITNUMBER ti TsT 8 -"ret R THIS CERTWIOATE MAY BE ISSUED OR MAY CONDITIONS OF SUCH POLICIES. LIMITS SHOWN 0 1RF 0E ; eH RENTED PRE01S5tEdcroon* r�EOexPransP.a PERS0NAt.d,flW1IMJUWr .. ecAT FROMM•eot.IP10P ANY AUTO NI wow —SMNETAA,ED AUTOS AUTOS NONE MEMO AUTOS AUTOS UMERELIA MEW UAU I RETENTIONS. vioNNIMOONNENNIMIANO EXPIAMIxe WSW 10 officEologong ExcwD2D1 fir in N►!) DESCRIPTION OF OFERATIONs tow 0E INMSUME 'CRY Rum (Pat palm) 1 3 $ 1 5 YDAII'IRY(Foroomee ANTE � J NIA r{1 12 X IWosTA 'rd 'Its =DENT DISEASE- EA EMPLOYEE E P9LtCYJSMT $1,000,000 $1.000.008 51:000.000 DESCRIRTIOH OPE A 1 %V i A. i t ks`9o�dubB�fili• EFFECTIVE 08/27/2003, COVERAGE IS FOR 'ID OF rOYEES OF FRAISCRUNI LSD TO A . ROOFING CORP. eauebrt) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUtt COVERAOEISTIOT EXTENDED TO STATUTORY f,.''' OYEES. CERTIFICATE HOLDER cANCELLA :.. Miami Shorts Village Building Dot 10050 N , i �eI13 SHOULD ANY OF THE THE EXPIRATION DATE WITH THE 1E CANCELLED ORE D#EUVERED IN Pawn= smommortmla CORPORATION., =AIL Tights ACORD 25 (2010105) The ACORD Lame and logo ere registgo otACORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurrlcane Zone Uniform Permit Application Porn. SectionA(GeneraLinfonnatkin) EN1 BY: ••••• ovaeravo.66.1,nseeeee Master Permit No. Process No. Contractor's Name \\4 it coa - Job Address N i..0 0 0-16te- .NISI Low Slope 0 Asphaltic Shingles itc0a-cAmeon 0 Mechanically Fastened file 13 Mortaradhestv 0 Metal PanellShktgles 0 Wood Shin 0 Prescriptive Eitift-RAS 150 ROOF TYPE 0 New Roof ThiRerooflng 0 Recovering 0 Repair 0 ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total OF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow-sappers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • • • • • • • • • • • • 0 • • • • • • 001. • • • • 0. • • • • •• MMINIMEMMEMMEMMEMEMMIMMEMEM 1111fissummall2111111111 wompaummummilimmomommom MMMLAMMAMMEMAMMUMMMEMWMWM EMMPOMMEM•EMII••UMMMUMENUM RWMMUEEmenimiliMMMUMMINMEMEMM URNMEMMEMMINIMMMUMMUMEMMME VONEVOMMEMMINIMMUMEMEMMEMM MUMACUMMEMMINIMMUMMEMMEMME MMEMMEMMOMMEMEMUMMEMEMMINI •EMEMMEMEM•MEMMUMEMMEMMEM MMINIMMEMIIMMEMEMUMENNEMMEM MOIMMEMMEMM=mmmMUNEMMUMMIIM mmommimammagiammommommilm Immummommommommmomommm FLORIDA BUILDING CODE BUILDING • • •••••• • • ••11•• • • • 000000 00000 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: 0 '7 -- 12-1q.067 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 - 2- Pmax2: 'e2.6 Pmax3: ° fA4• Max. Design Pressure, from. e ecific Product Approval system: Deck: Type: PI w GaugelThickrtess: Slope: AnchorlBase Sheet & No. of Piy(s) 76 6 7 e'iPie 9/1 d./43 Anf rar Msnelpiein / term 5 2," Insulation Base Layer: Base Insulation Size and Thickness: Base !mutation Fas • • /664/ • • • • Top rrtsLtStjon Layer: • • •h • 1 ^- 4 )9 Topjnsrylation Size andfhickness: � • • • • •• • •1• •0 •• • •.••• :• • Top insulatio ,/ erl o 1.000• • • 00000 000000 • • •0 • Bade Slatet(s) & oa 8f Ply(s): • • • ••• • Bash R: eet FasantlI Qnding • • •••• PIy Sheet(s) & No. of PIy(s): PIy Sheet Fastener Top PIy: Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: 7 " oc @ Lap, # Rows @ 9 " oc Perimeter: 6 " oc @ Lap, # Rows @ " oc Comer: 4" oc @ Lap, # Rows 4 @ "oc Number of Fasteners Per In ulation Board: Field Pe e Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 2o Top Ply Fastener FLORIDA BUILDING CODE — BUILDING ?c d dtry tS1%40 t .� �A b o e • ivo AA Tod Ar 1'`!i WO)? tLQYit/ •)4 t'? at FT 41 Parapet { Hei • ht /4' Mean Roof Height TGFU.R13O6 - Roofing Systems Page 3 of 54 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". Ply Sheet — One or more plies Type G1 "GAFGLAS® Ply 4" or'Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"' BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1 In. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Pius Granule" or "ROOFMatchT"' SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatchT"° APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri -Ply® TP -4" or "Ruberold® Dual Smooth" Cap Sheet — Type G3 " GAFGLAS® Mineral Surfaced Ca • • - sic• -` 0 'the Cap Sheet"or " GAFGLAS® EnergyCapT• BUR Mineral Surfaced Cap Sheet" f _ ti roofing asphalt. 7. Deck: C -15/32 Incline: 2 I ` lation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or erlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type Gi. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberold® Torch Granule Pius" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Pius Granule" or "ROOFMatchT • • SBS Modified Granular" or "Trl-Ply® SBS Modified Bitumen Membrane" or "ROOFMatchT" APP Mod ranular" or "Tri -Ply® TP -4G" or "Tri -Ply® TP -4" or "Ruberoid® Dual Smooth ". Sheet: — Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFG nergyCapT"" BUR •eral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polylsocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type Gi "GAFGLAS® Ply 4" or "Trl -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or GAFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshield MB" applied at 21h to 3.0 -gal. /100 -ft2. 9. Deck: C -15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type Gi " GAFGLAS® Ply 4" or "Trl -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap•$heet: — "GASFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet ". • • • • • •••••• • •• • •• • 1e. Deck: NC •• • • • Incline: 1 •••••• •••••• • • • • • • • Insulation (Optl'pp4l,) One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or •••••• porliteipplyisocyanurate composite or perlite /urethane composite or wood flber /polyisocyanurate composite or phenolic, 2 -in. maximum. ••••• Pty heel" — Twp of ere plies Type G1 " GAFGLAS® Ply 4" or "Trl -Ply® Ply 4" or "GAFGLAS® Ply 6 ". • ••••• Cap bet: — "137.17,0 106® EnergyCap"" BUR Mineral Surfaced Cap Sheet ". • • ▪ •••• :1. Deck: NC • •••• Incline: 2 • •• • • 9h Sheet: — Ng t Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". • • IIy Sh %et: — Cope or•roore plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". • " "' pp Sheet: — "C4gFGL11S® EnergyCapT• BUR Mineral Surfaced Cap Sheet ". •••• • • 12. Deck: C -15/32 Incline: 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or phenolic, 1 -in. minimum (Insulation joints offset a minimum of 6 -In. from plywood deck joints). Base Sheet: — One or more plies Type Gi " GAFGLAS® Ply 4" or "Trl-Ply® Ply 4" or " GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl-Ply® Mineral Surfaced Cap Sheet ". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberold® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberold® Mop Pius Granule" or "ROOFMatch'm SBS Modified Granular" or "Trl-Ply SBS Modified Bitumen Membrane" or "ROOFMatch"" APP Modified Granular" or "Trl -Ply® TP -4G" or "Tri -Ply® TP-4" or "Ruberold® Dual Smooth." Cap Sheet: — "GASFGLAS® EnergyCapr• BUR Mineral Surfaced Cap Sheet ". mhtml:file: / /C:\Documents and Settings\HP_Administrator\My Documents\TGFU_R1306 ... 5/15/2011 . . ...... . . ...... • TEBNNlNATfto$ this NOA will occur after the expirati©n,:t ...... cltaggeiin the materigls, use, and/or manufacture of the product • • enddmement ot'e4'.product, for sales, advertising or any other ptt . this AlQ2k. Failu4a comply with any section of this NOA shall been ...... N(SA. • •••• •. • • • • AD'fr]I;RTIS fir: The NOA number preceded by the words •' fbHeowd by the wiration - date may be displayed in advertising l dia ftygd, then.il sbtall be done in its entirety. INDUCTION: A copy of this entire NOA shall be provided to the user l distributors and shall be available for inspection at the job site at the request of Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of 19. The submitted documentation was reviewed by Jorge L. Acebo. MI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF AC . t PTANCF. (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 EMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER t BUILDING 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 attntysand other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date, stated below, e i a i -lade County Product Control Division (In Miami Dade County) and/or the AHJ (in than Mimi Dade County) reserve the right to have this product or material tested for quali t -per. 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 uss,of loch .; product or materiel within their jurisdiction. BORA reserves the right to revoke this acceptance, little determined by Mimi-Dade County Product Control Division that this product or material falls to < meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the. High Velocity Hurricane Zone of the Florida BuildingCode. DESCRIPTION: GAF Conventional Built: ITp Roof System fo r. t ecka. LABELING: Each unit shall bear a permanent label with the manufacturer's rare or logo, city, state and following statement: "Miami -Dade County Product Control Aped', unless otherwise noted heraia. RE E'Vi'AL of this.NOA shall be considered after a renewal application has been filed and there has beer.no bange in Oa applicable building code negatively af%cting,< the ormance of this product. revision or A`as an ticaily terminate ion and removal of :et County, Florida, and y portion of the NOA is ROOFING STAMM TRADE TABLE LeakBuster ors' 307 PrengumAipbet : Pliant GAF MineratAhiel4= 60 & i Greutdevi LealtBastmos M 305 Meted Asphalt Ihnelsicet Leek Busletoilbtrizoi 1, 303 Peentitun Aboduarnitearatetting LeekBeteteent ' 322 Minimal* Rear Coating . • •••••• rtheret1. • ••• • • .T 1' •:•••• W . • •w • • . • din.lent • • e }E • •••••• . • • •• •• • • • ..... Test •••••• • • •••••• GAFGLASX ULT1MA M Base Sheet • • • ...... • •.... • • ..... • • 000000 • • • ••.... STRA:TAVJ rn filiedaaterntheftitted GA143LASSItteitthig GAFGLASe STRATA Eazieraw Na f 1Seld RUBRROB Hest-Weldvil Gram* Heat W 000000 • failiEitOBAU • fisittJfelem . .... • .. maul! see 1 :.,1. a •••• RUC'-. Base Sheet 393' (I . 3937° ) wide m.37 (1 moo "(1 wide .3" 3. wide D21" with D2 D m (. ) A6' 1'9 D wide D 3672 D+ D E math resier093r) lea wide With and andet(39.37") 0. 1 wide 1 ( wide 70N, "R i b �1Ya' n sr wow) wide T,t TypeetBUR • • .•.... ...• •• .•.... •.. • • .... • • OOOOOO • • ••••.. • •• ••.••• .. • P /RUBEROID® 20 RUBEROID• Mop Granule RUBBRDEP Mop Plus (Granule) RUBEROID® MOP Smooth • RUBEROID MOP 170PR • RUBEROID MOP FR RUBEROE, TORCH Smooth RUBEROID. TORCH Granule RUBEROle TC RRCH PLUS (Granule) RUBEROIP TORCH FR RUBBRDIDD 170FR TQR : • •• • •• RW 1D 30• . • • . ...... R itable3 OOOO • .... • �jl� ./.rs-aF•/ •• • .... • • • 1148BItOIDa Dual I`R Vent Stacks (metal and plastic) • Y i ak.aY:.1.d4 "6.e'l:..w AP PROVED . lastattiss 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 mfr) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37"a mew) wide 3937" (1 meter) wide 3937• (1 mom') . Wide 397" (1 meter)` Wide 3937'`(1 meter) Wide 39:37'(1 ='auto wide 39,33" {1 meter) wide 3937" (1 rimer) Wide Ted ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 AST D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTMD5147' ASTM D 6164 AVM D51. ASTM D5147 ASTM D 5147 .ASTM D62i ABM D51`` ASTMT3 ASTM 13 5147 ASTA413 62 ASTM D 5147" Product Rsigisift SOS asphalt base sheet and interidy sheet reinforce with a glass fiber mat. Non-woven polyester mat c with polymer ed espludt and surfaced with Waal Non-woven mat coated with polymer =dined aspic and intriked with mineral granules. with fire lasphalt and granules. Nefire and rreinfoirted, asphalt m lir menbinne, smooth Asphalt impregnated, c modified Woman coated Utmost AMA D 61� ASTD 514 il ASTID 61 ASTM=D 5147 e iRa� -k! with fire and ASTMD 6295 ASTMD5147 AT'-M138144 ASTM D M47 Polymer Tom' 100(A) ASTM D 1929 p nth ASTM D 635 Stacksarotomiktb Stacks system. GAP Vent #nsic. NOAA No 07-1219.0 1:. 3 A4prova APPROVED ASSEMBLIES Deck Type 1I: • Deck Descriptions ' r plywood or wood- plank System Type As Anchor sheet mechanically mid, ail kyernof imaged= adhered ved . All General and System Lintilations sbaliapply. One or more layers of any oftheibliowitm Insuls. Insulation Layer (Tab 2) (When applicable: Steel plate tolyokFbudiellinteindY EnergyGuardal, anew yf�P� �'� f6 J� i aP GtyB RA, EnergyGuard' RA Com Minimum V' thick yA Minimum %'' thick n N/A. Minimum %" thick NIA Fibers (Min..'aXia .. Note: All insulation 'shail eadhered hot asOalt within the EVT range and at m rite + , Standard RAS 117 fer'llendeliter for a as base layers with amend • substrate. Composite . 1olyaritte `s? • Alpdratoins Permed' ...... do alltisotypnr,VPHOWousi • . vonao• • • •Anehor s •.• only ..... • • •.•.. • • • • •••. • •••• • •••. • • •. • • • • .•.• ••• • • ••..•• • ••.. • • Ater 'llectrWeldot fastened as d GAFOLAfe P a any of.above nails and tin ewe a hstener s rows I2 o ..` in tbe field. flan Vii' -45j mechanically =f � • • • • OOOOOO • • • OOOOOO ••••• • 0 ••••• • • •.•••• • • OOOOOO 0. • • •.••.. • Fastening Options: GAFGLASe Ply 4, GAFOLAS' Flex Ply 6, GAPOLA. S® #75 1 t or any of above Anchor sheets attached to dew with 13 TecTM #12 standard, #14 or # 15 Screws and 3* Drill-Tecimuteel ; plate or Drill-Teen4 AecuTrac Figs, 12" o c. in 3 rows. One row is in the 2" side tap. Tile other rows are equally vend approximately 12" o.e. in the-field ef the sheet. Design Prosure -45 Ali See4knersii.Linftlion •• • • kas »ew ••• OOOOOO • • • • • • • • • •• es • . •••••• • • •e• • •••• • •••• • • •••• •••••• • • • ••••.. pi • :.p Sheet ;..��. • •••• ••.• • • • APPROVED j so es or any of above Anchor shy armed to deck a d tit caps at a . fastener swing of 9" o.c. at the 4" lap stunned and in two rows 9" o.c. in the . field. alfaxbnans Design Pressure 42.5 141;41eel iesunsolitintitailen OAF S®1 1 LTIMA1, R stag attached to deck with approved l i 3" sib plate at a fastener spacing of 9° staggered with a fagener wing of 9" co. illefaxinunn Des#ps lure -60 p6 funt4kneetdidniitellins #7) MUM. . base think _nab and inverted end in two rows the bmn . GAFFS°' #75 Base ;. or any of Drill.T .#1.2 standard, #14 or# 1; Drill.TeemAccuTate Plates, 12"44.' The: oars are Weed u m- .6# Any oftbove A and. 3" thlitTedebs blaralgent. 4" laps red. in two rows 9" ht the - allininten DesignPreeswe -6#i OAKILAIr 475 Base Sheet or any oftgrse DrI114eo #12 standard, #14 or I Segthgentl, Drill.Teei.AccuTrac Plates, g" o The otherrows are equally ~nem .: -7S Nest 074219409 i Dag 11 13. Approval D Page of 19 Surfacing: (Optional, if RUMMY* MOP Smooth or RUBBROID. 20 is top me) ball one of the following: 1. Gravel or slag applied at 400 lbsisq. and 30 its respectively in a flood coat ofd asphalt at 60 lbsisq. or applied in a coat ofLeak Busterls1 Mathew 103-Cold Process Adhesive applied at a rate of 3 gai /sq. Mineral &traced Capillmet C3AitGliAS. Energy Cap Mineral Surfaced Capshect aAtli topping ofapproved asphalt applied within the '' at a rate of 20 lbs.1sq. 3. Leak Buster' Matrbtim 303 Themittm newt Ahmthrtutt Roof Coating, at 1.5 gat/sq. 4. Leak ,Buster's*Matr Otd- 715 , Leak 'Matrixim 322, TOPWAT. ,, ittPCOM.firettlflelttillastomerie Roofing hileminene, applied at1 Leak Buster" Matthew- 1tenbrane, Ear 1 6. TOPCOAT® Surface ' SB Solvent based Ellittalnerk Roa I e�� :.Ito 11.5 gai./sq 7. Advance Green Technologies -Platovoltale Laminate solar energy auxiliary roof '`- .: e a F4' U a t installed in compliance with 3 nu Ir's pecifl a le Buit Codes. Maximum Design Pressure: See Passeasingab .. • • • .. • .. ••••• • • •• • •• • • • • • • ••..e• 0111•• • • • • • • • • •••••• 0000•• • •• • • • •• •• •.•.• ••. • • • • • •••••• 0111• 0 • 0011.• 0000 • •..••• • • •••y• • • 0 •••••• .....• • • ••. • •• • • • � .• •• ••• • • .. 0000•• • 1 •••• • • • • • ••••' • l�l�''i ;OY t I • • •• • •..... • • • .....• 0000. • • ••... • . • • ...•.. • OO▪ OOOO . WOOD DECK SYSTEM LB/MATIONS: I A slip sheet is required with Ply 4 and Flex Ply= 6 when used as a mechanically fattened base or anchor sheet. 2. Minimum 1/" Dens DeckTM or '/a" Type X gypsum board is acceptable to be installed dirrectly over the wood deck. GENERAL LmUTATIONSi 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 he. 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 lbsfsg. or Mechanically at4ttahed 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 he 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 orthe 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 art= shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 pa£ 5. Fastener spacing for insulation attachment is based on a Minimum C Cteristio Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard V 1.05, . If theiastener - value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment ofanchor/base sheetnr mein attachment is based on a minimum fastener resistance value in conjunction with the maxim value lid 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 RRegistered Engineer; Architect, or Registered Roof Consultant may be submitted. Said revised fastener ing shall 'utilize the withdrawal , resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. •Itstin btcr and corber areas shall comply with the enhanced pressuresequirements of -these areas. Pi eteaaer de des:shall be increased for both insulationandheseitthefl. 4ttlanlated - in compliance with • Rojing Ap11.1811albn - Standard RAS 117. Calculations pa paled fled a Florida registered * PlefellsiontsSkirpeer, Registered Architect, or Registemd Roof this limitation is • meanca11)i referred within this NOA,General.LindletitanOVillunt be .applicable.) 8. 'All attachment sot sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform wltReeftng Application Standard RAS 111 and applicallorind applicable load t squiremcnts• _f ire zones (i.e. field, permitted for enhanced rams). (When this .. z be applicable.) raids Sul lding 9.:ah' naxinlefi designed pressure limitation listed shall be .•perjmeterss atia'c»rners). Neither rational analysis, nor extrapob • fastaning ,at.enhanced:pressum►zones (Le.,perhneters, extended limitation is specifically referred within this NOA• Genera 10.. All products listed herein shall have a quality assurance and }` Code and Rule 9B-72 of the Florida Administrative Code.. END OF THIS ACS NO., NO,• 07.121.9.09 G 1,1 /04/13 03/20/08 19 of 19 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: AMAYA ROOFING CORP. JOB ADDRESS; 153 NW 100 TERR MIAMI LOW PITCH ROOFS FASTENERS CALCULATIONS Description : Flat Roof Roof Mean Height: 14"-0" NOA No: 07-1219.09 Roof System Manufacturer : Gaf Material Corp. Deck Type : Wood Deck BaseSheet & Fatener Type : 2" Insulation, I Ply GAFGLAS #..75 & 1-1/ Cap. Ply Sheet & Method Type: 2 Ply Ruberoid 20 hot mopping, Cap She Area=3250 sf Maximum Design Pressure, from the specificNOA := 52.5 psf fildy 2 e: 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 "lap := 4-11734 psf @ 6 in o/c on laps and 4 equal rows 6 in o/c (36 — lap in) Net width(ft)=(36m 1NW = 2.7 ft 12m (too) Net length(ft) Ln := Ln = 37.5 ft.(to make one square) Nw Rs= 10.7 in. Number of fasteners per square: spacel := 9 spacec := 9 NI := 1 Nc := 2 Side, laps row= fl := ( 1 12 spacel ) .Ln-N1 Center row= fc := ( spacec 12).Ln.Nc Total := fl + fc Total = 150 fasteners/sq. 100 Ft2 x per fasteners= FT :— FT = 0.67 Total Fy := NOA.FT Fy = 35.00 Ibf. fl = 50 fasteners/sq. fc = too 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) fa = 10.1 in >9" o /c. ok. (P1) Perimeter Area =,: = Fy 144-2 fa = 12.1in >6" o /c. ok. (P2) (perimeter. 10.7. -1) 144.2 Corner Area= := FY' ( = 8 in >6" o /c. ok. (P3) corner 10.7• -1) ordial y REMBERTO CONTRERAS 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 153 NW 100 TERR r Input 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) 14.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 14.00 ft Width Perp. To Wind Dir (B 65.00 ft Width Paral. To Wind Dir (L 50.00 ft Calculated Parameters .. Type of Structure Height/Least Horizontal Dim 0.28 Flexible Structure No Calculated Parameters Importance Factor I 1 Hurricane Prone Region (1/>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 ores - u Factor Gategory.l: Rigid Structuri For rigid structures (Nat Freq > 1 Hz) use 0.85 Zmin Gust Factor Category 11: RigidStrua Cc * (33/z) ^0.167 I *(zm /33) ^Epsilon (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) Compl lys 0.85 15.00 0.2281 427.06 0.9063 ft ft Since this is not a flexible structure the lessor of Gusti or Gust2 are used 0.8757 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i 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 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 20161 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 = 5 =_> 2 a a Gabled Roof Theta <= 7 5.00 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 20161 ENG INSPECTION SERVICES,INC 5/24/2011 Page No. 4 of 4