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RF-09-906Inspection Number: INSP - 115449 Scheduled Inspection Date: August 27, 2009 Inspector: Bruhn, Norman Owner: CHURCH, Job Address: 602 NE 96 Street Project: Miami Shores, FL <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments e�.n��c4 la Irmo Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -6 -09 -906 Permit Type: Roof Inspection Type: Final Roof Work Classification: Metal Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 - 822 -5707 INSTALLATION OF COPPER PANELS OVER EXISTING STEEPLE PANELS. FASTEN DOWN PANELS TO WOODEN RAFTERS THRU EXISTING PANELS UNSING BRONZE SCREWS # 10 1 1/2" LONG. APPLY SILICON DOW 750 CAULK WHERE NEEDED. REPLACE SCREENING AROUND STEEPLE. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Donn 1 of 1 F GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, August 21, 2009 Mr. Adolfo Zunino Jr. PRESTO ROOFING 8089 NW 67 Avenue Miami, FL. 33166 Re: Miami Shores Presbyterian Church "Steeple" Permit # RF -6 -9 -906 (Mech / Fast Copper Panels) 602 NE 96 Street Miami Shores, FL. Dear Mr. Zunino: DYNATECH ENGINEERING CORP. Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed the final inspection on August 21, 2009 at the above reference project. The purpose of our inspection was to verify the copper panel installation for the steeple roof. The scope of our inspection consisted of on site inspections with the roofing contractor. Based on our site inspections on July 21, 22, 24, 28, 29, 30 and 31, August 21, 2009, the following are our findings. The roof system consists of: Copper panels formed on site and fastened with # 12 -2" pan head self drilling stainless steel screws at 6" o.c. into the steel angle iron supports and caulked with a brown acrylic caulk at the laps. All inspected roof components were found in compliance with the Florida Building Code and approved plans. Please feel free to contact us if we may be of further service to you. Sincerely yours, LlyII_ C o Printed. Recycled Paper Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 MEW " ! " .Kl\ TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech@Bellsouth.net Bellsouth.net BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ‘� Ate q4 a Owner's Address CitynMin ell State t Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # `i — 32 - of 01/0 Is Building Historically Designated YES NO Contractor's Company Name �n? `'& P Contractor's Address fSq Aiwa,. sr City / State > Zip Qualifier Name ZoNtdb Phone # State Certificate or Registration Noad 4 0 56 ' / Certificate of Competency No. I 74/ Architect/Engineer's Name (if Value of Work Fo Type of Describ P ******** * * * * * * * * * * * * * * * * * * * * * * * * ***** ** Fees***** ************ ****** * * * ** **** x** *****. * ** 0 Submittal Fee $ Notary $ Scanning $(2 00 Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AUG TCnWMTI 14 2009 B Y: Permit No. Master Permit lo. 9F-6-09-lot. Roofing Zip 31 ,g Phone it Miami -Dade Zip / Phone Phone # 31a° Og 3 - v- V- j.�'�' Phone # Square / Linear Footage Of Work: DAlteration ❑New ❑ Repair/Replace ❑ Demolition E4# A/Eg //4/gr a/tee, te4770 4), Permit Fee $ CCF $ C -OfeC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 4 1 . 1 See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature CV' Owner or Agent The fore oing instrument was ac owledged befo me this 14 The fore of instrument w : o led ed before me this i day of ,; ,2t^ ,by ! ® > , day of ,211 ,by d fl. Za/n'c who is personally known to me or who has produced who is personally known to me or who has produced NOTA '' UBLIC: Sign: Print My Commission Exp APPLICATION APPROVED BY: (Revised 07 /10/07) As identification and who did take an oath. Carlos G Menzel Expires 01/17/2010 Sign: Print: My Commissio as identification and who did take an oath. ***********************************+ x:x**** ** **** * * * **** * ** *** * ** : ***** ***************** ******************:x*** Plans Examiner Engineer Zoning Project Address 602 96 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 1132060141410 Block: Lot: Valuation: Total Sq Feet: $ 27,000.00 MIAMI SHORES PRESBYTERIAN CHURL 602 NE 96 ST MIAMI FL 33138 -2742 Contractor(s) Phone PRESTO ROOFING CORPORATION 305 -822 -5707 CeII Phone Type of Work: Repair Additional Info: STEEPLE SANTUARY Classification: Commercial Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $16.20 $5.40 $250.00 $9.00 $50.00 ($50.00) $6.25 $286.85 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 15, 2009 Expiration: 01/10/2010 Phone (305)754 -9541 Invoice # RF-6-09 -34946 RF -6-09 -34946 Check #: 2695 Total Amt Paid Amt Due $ 286.85 $ 50.00 $ 286.85 $ 286.85 $ 0.00 Applicant MIAMI SHORES PRESBYTERIAN July 15, 2009 Date CeII For Inspections please call: (305)762 -4949 Available Inspections: 1 Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof Review Roof in Progress Renailing Affidavit PERMIT NO. TAX FOLIO NO. L 0141-/'//° 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 followlrig Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: k #4,3vs 62.6. us 4 c 7— / ✓� 2. Description of improvement: 4. Contractor's name and address: 5. Surety: (Payment bond required by Name and address: Amount of bond $ 6. Lender's name and address: Notary Public NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Print Notary's Name Sy7VI t My commission expires: bltl0 121.01.82 PAGE 4 8/08 iee- 4 5C c. et Vf9ram J ores original filed 1111/ WITNESS my hand and Oifi HARVEY RUVI CLER By A N N ARY p1fBLIe-9'PATE CP 1'LOIUDA so 1 4 Sylvls matter .. • )Commission #DD665957 Expires: JUNE 08, 2011 BONDED =RV ATLANTIC BONIIINO CU,, INC, 1111111 1111'11111111111 11111 11111 I11i1 111111 F 2OO 8R 061 329' 1 OR Bk 26497 P9 8228; Ups RECORDED 07/28/2008 09:03:30 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE CODUTYr FLORIDA LAST PAGE • • • • 0 •• • ••• • • ••••. •••• • • • •• • • • • • • •••• • • • • • •• . • • • •••• •.• , I— • •••• •••• • • • 3. Owner(s) name and address: i'1i ram 6h. re .s /irUSO �� S r;avr Cbu re-4 G o IVE -d Sire -cct j : a., / J3 /3 .F ° 2 740- Interest in property: Name and address of fee simple titleholder: -g 3 b V.150 �!1 STATE OF FLORIDA, COUI IT0f owner from contractor, if, By CERTIFY that this ism s - opy of the da, of 7. Persons within the state of Florida designated by Owner upon whom notices or other d• • ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) c %, /6 _ ai i ness /fdaad e/ V1 Signature of Owner A,O Oda Print Owner's Name 'I da 4 & I l rn e r Prepared by Sworn to and subscribed before me this n7?iay of 20 Address: A46‘,7 7 ri ' -33/4,6 • • • • • • Miami Shores Village 10Bui Building Avenue, Miami Shores, Fl 33138 Tel: 305.795 -2204 * Fax: 305-756-8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE (We) have been retained by (name of owner /agent) Pr -Esto Roofing to perform Special Inspector services under the Florida Building Code at the project (address) 602 N.E. 96th Street , Miami Shores, as of 07/06/2009 (date). I am a registered Architect or Pr.ofessional Engineer licensed in the State of Florida. PERMIT NUMBER: O Special Inspector for Reinforced Unit Masonry, FBC 2122.4 O Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 O Special Inspector for Soil Compaction., FBC 1820.3.1 O Inspector for Precast Units & Attachments, FBC 1927.12.2 O Special Inspector for Pilings, FBC 1822.1.20 Special Inspector for Steeple Copper Panel Placement. NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1. Wissam Naamani, P.E. 2. 3. Signed and Sealed Date: 07/06/2009 4. La JUL 0 fl 2009 ID BY: I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. Ail mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandatary Inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a seated statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name Wissam Naamani, P.E. (Print) Dynatech Engineering Corp. Address 750 West 84 Street, Hialeah Phone No. (305) 828 -7499 Florida License No: 39584 ("r\D& (0 .6 (W S BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder f, Miami Shores Village Building Department akil Phone # Owner's Address 60,Q 4 e- 16 67. City 77 /0 1 11 y State Tenant/Lessee Name Phone # Job Address (where the work is being done) 66 4 Al � ‘ Al Crz 6 �� City Miami Shores Village �� ty g County Miami-Dade Zip FOLIO / PARCEL # // ° 3 20 " 0/V— `4 /0 Is Building Historically Designated YES NO X Contractor's Company Name 944q di City 77 7/1 - 0 4.. State Zip /Z Phone# Qualifier Name A M Contractor's Address . 7> or° anqii,t6 dila State Certificate or Registration No. ea ° ®5 -S / Certificate of Competency No. (00 Value of Work For this Permit $ Type of Work: ['Addition Describe Work: i/V c- Notary $ Scanning $ 9 ['Alteration /6 up," l w Bond $ Code Enforcement $ Structural Review. $ Zip 6/` 3 inear Footage Of Work: 6 00 place //n FOMEZ - LCD !91 JUG! 02 2009 BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. gP09 • Master Perm No. Phone # qg I Architect/Engineer's Name (if applicable) Phone # • ******* *** * **** * ****** * ** * * * ** * ** * ** *F s �x�x * *** * * * * ** * * * *** ** 4* ** x** ** * *** x�x�x�x�x (� ®, ,^ I CCF $ �' ii�mi I�ee $ � ' CO Permit Fee $ (�la � CO /CC Training/Education Fee $ 5 Afp Technology Fee $ (1, 'a, / Radon $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ Q3(1 ?a See Reverse side -* Demoliri�� .�., Bonding Company's Name (if applicable) Bonding Company's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu - In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature &I I- Signature Owner or Agent The foregoing instrument was acknowledged before me this 5r day of 9o.,u L- , 200 , by /.J 6, 0)00 E /e who irsonally known tom or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Sign: Print: 5 V r IA- Path (Revised 07/10/07) Sign: Rim Sy lvia Halter print: `cown1 �bio11 #?)D6659 Expires: JUNE 08 2011 My Co tuit0 idlmild again Gu The forgo ng instru"fTS acknowledged before me this 1 day of , 20 by U r �Q 4/ kQ NOT Y PUBLIC: ao ya Pr,, Notary is State of Florida M Co fission DD507718 •s;,,, p f f freS 01/17/2010 ** tic ****** *sic *********************** *********** * ***-k*********** sk*** * , Ia*****+ k , k*****skpis**************sk , k* ak**** ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT ' A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /I '.3Y_v 1 4- fit lo 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. 1. Legal / description of property and street/address: IC I ; q'i au &at.% G G 7- Stye- »1re.m,.. ;hoses FL 31 /Ai - X7v - 2. Description of improvement: 3. Owner(s) name and address: 171 «m + Shy re5 P, 67�� tier, Chi, ra . o /!/E 6 Sf r a Oe +' • CL ,,F3/3K'2/3"" 7 L interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: 5. Surety: (Payment bond required by Name and address: Amount of bond $ 6. Lender's name and address: Print Owner's Name eicle i"- rri e r Sworn to and subscribed before me this 077 of Notary Public Print Notary's Name My commission expires: 123.07.52 GAGE 4 5/05 A m e�11 Cam, V 1 u- 14 4.1 tfif&Y PTf C CP RIDA j Commission #DD665957 s f • Expires: ,TUNE 08, 2011 BONDED TEED ATLANTIC BONDING 00 INC. 11111111114111111111111111111111111111111 XX) jq AAA) 4`1 i , 1 ,-' G 4 STA OF FLORIDA, G U 1 tit owner from contractor, If lr;)_BY CERTIFY that this ' AY of the original filed' de _ of WITNESS my hand and - HARVEY F VI _ CLER CFA 2C )3R0613 OR Hi: 26497 Ps 0228; tips) RECORDED 07/28/2008 09:03:30 HARVEY RUVIliy CLERK OF COURT IIIAMI -C'ADE COUI'iT'Yr FLORIDA LAST F'AGE • 7. Persons within the state of Florida designated by Owner upon whom notices or other provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: d• • ents may be served as • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) 6" .c. , ezin, 45,N" 5,Ness // n� Pe vp Signature of Owner Prepared by4 O ' 2JAG4t 20Qy Address: 'l ‘75T .r4/4'17141 June 1, 2009 Miami Shores Village Building Department 10050 N. E. Second Avenue Miami Shores, FL 33138 Dear Building Department Personnel, MIflMI SHOPfS PPtSbTTtPIflfl (flUPOE Please be advised that Presto Roofing Corp., 8089 NW 67 Street, Miami, FL 33166 is authorized to repair the Miami Shores Church main Sanctuary steeple at 602 NE 96 Street. Sincerely yours, 4 Wilda G. Womer, Business Manager NOTARY PUBLIC -STATE OF FLORIDA ,, NOTARY Sylvia Halter '-Comnussion #DD66S9S7 '.•..,;,...•' Expires: JUNE 08, 2011 BONDED TIM ATLANTIC BONDING CO., INC. 602 NoRA - WAST 96 STREET • MIAMI Si1oRES, FI.oRIdA 33138 • TdEpLi0NE: 305- 754 -9541 • FAX: 305-758 -9597 E-MAIL: SRUTlANd ©Mspc.NET • WEb SITE: www.Mspc.NET PERMIT ft; Rf Oq �HIJ Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 1, /9b047 24 /Contractor o Owner ❑ Architect Picked up 2 sets of plans and (other) Address: " / 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 Departme t to continue permitting p(ocess. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 0 PERMIT CLEARK INITIAL: RECEIPT DATE: W. /16 Permit No: 09- far Job Name: d, , 2009 'r 1f. 04- • 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 Page 1 of 1 Building Critique Sheet CO 406,4 ie i o.se.E 4s.es+ Ir-. ea /r . 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. Permit No: 09- fQ( Job Name: , 2009 /el\ it A z PCSPOT 4 /00g.1444tig- �r ft. - 6914..4 Norman Bruhn CBO 305 - 795 -2204 Ouilding Critique Sheet Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when Lill items above are corrected, we will do a complete plan review. If any sheets are voided, remove tfiem from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Roof System Required Sections of the Permit Application Form A, B, C 77.1 lui' Attachm� See Lust Ieloih :ki T 1,2,3, Low Slope Application Prescriptive BUR RAS 150 A, B,C 4,5,6,7, Asphaltic Shingles A, B, 0 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 • Other . As Applicable 1,2,3,4,5,6,7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOF APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS ATTACHMENTS REQUIRED - 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of AcceptancE ' NOA Cover Sheet lF NOA Specific System Description NOA Specific System Limitations F NOA General Limitations Applicable Detail Drawings INSTRUCTION PAGE APPRO`r: '3Y ZONING DET BLDG DEPT 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix" P' Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. _. Page 1 EgIMMli la SUN 0 2 2009 .o- oa__mm ®o�® • • . -gOL DATE 4 Pe-cnte SUBJECT TO CO`.1PUANCE WITH ALL FEDE.' STATE AND COUNTY RULES AND REGULAT1' • • • • ...1.• • • 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 • ressure zones and location of parapets. 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MI 1 1 /11/ . illii i It 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI•DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. I ---I ---- •— •- -- - - - --I Contractor's Name: _ Job Address: �.6e��0 r10017446 . -ka NE 1'6 ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Section A (General Information) Process No. ❑ Mechanically Fastened Tile Metal Panel/Shingles 0 Other. Are there Gas Vent Stacks located on the roof? 0 Yes Roof Category Roof Type ❑ New Roof El Re- Roofing 0 Recovering Roof System information Low slope roof area (ft I Steep Sloped area (11 COO age2 -” Total (ft.') • Repair 0 Maintenance • •• • . • D y • ••• .. !ryes, what type? ❑ Natural ❑ LPGX keno Page 1 of 1 • ••• • • •••• • • • • • • • • • • •••• •••• 0 Mort:rnfildSive Set Tile. • • • 0 Wood.Sp11s/Shakc; • . •••••• • • • • • • • • • • • •• • • •.• • • ••• • • • •• • • • • • • • • •••••• • • • • • • • • Roof Slope: I < * 6 Roof Mean Height r j • Ridge Ventilation: 1 .1/19 Method of The Attachment: N/A High Velocity Hurricane Zone Uniform Roofing Permit ApplicationeMm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Alternate Tile Attachment Me Clip Spacing for Metal Roof aneis Field:'• — 1 Perimeters: Perimeter Width: L_ Section D (Steep Sloped Roof System) Corners: Sloped System Description Page 4 Deck Type: Alternate D-dcType: tof Underlaynient type: �Yl insulation/fpre Barrier Board: :1>4 Optional Nallable Substrate: Fasteners: tW t 7 i Cap Sheet T a /Adhesive Type: 14 Roof Covering: OZ, WPC Roof Covering Attachmeri Method: 3 y �2" face 26 ga. '1 /4 Drip Edge Size & Gauge , „ Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight:; NIA 4 }e1 R± JUL 0 8 2009 e t:+lievr.) Aweels Drip Edge Malarial Type: Ga lvinized Metal Roof System Manufacturer: —1 Notice of Acceptance Number :1 J Minlmum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): A 1::15 j'P 3: t°F' ail- Maximum Design Wind Pressures, (From the PCA Specific system):1 _ Roof Slope: I < * 6 Roof Mean Height r j • Ridge Ventilation: 1 .1/19 Method of The Attachment: N/A High Velocity Hurricane Zone Uniform Roofing Permit ApplicationeMm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Alternate Tile Attachment Me Clip Spacing for Metal Roof aneis Field:'• — 1 Perimeters: Perimeter Width: L_ Section D (Steep Sloped Roof System) Corners: Sloped System Description Page 4 Deck Type: Alternate D-dcType: tof Underlaynient type: �Yl insulation/fpre Barrier Board: :1>4 Optional Nallable Substrate: Fasteners: tW t 7 i Cap Sheet T a /Adhesive Type: 14 Roof Covering: OZ, WPC Roof Covering Attachmeri Method: 3 y �2" face 26 ga. '1 /4 Drip Edge Size & Gauge , „ Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight:; NIA 4 }e1 R± JUL 0 8 2009 e t:+lievr.) Aweels Drip Edge Malarial Type: Ga lvinized Metal SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. 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 work to be performed. • l/ 4. Exposed Ceilings: 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 penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. •Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. We 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural 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. Owner's /Agent's Signature 06 / of l Date Co ractor's S' Roof System Manufacturer: -- ------- r ___._ —� • Notice of Acceptance Number _I • • Minimum Design Wind Pressures, It Applicable (from RAS 127 or Calculations): Y • I Maximum Design Wind Pressures, (From the PCA Specific system): 1 • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 1 Roof Mean Height: [ j Ridge Ventilatiort Method of Tile Attachment: N/A Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: Perimeters: Perimeter Wdth:L Section D (Steep Sloped Roof System) I Corners: Sloped System Description Page 4 Deck Type: Alternate Deck Type: Underlayment type_ Insulation/Fire Barrier Board: Fasteners: Cap Sheet Roof Covering: Drip Edge Fastener Type: • • • •• • • eeee ••• • •• •• • • •••• • • • • • • • • I� oz. Y Roof Covering Attat:hmen Method: Drip Edge Size & Gauge?" face 26 ga. g. Drip Edge Material Type: Galvinized Metal I Hook Strip /Cleat ga. or weight:; NIA — Page 1 of 1 •••• • • •••• • ••• • • • • • • • • • •••1 111••1 • • • • • •••• • • • • •••• ",• ••••• • • •••• • • •••• • •• • • • •• •• •••••• • • • 1.11.1 • • • 1111•• • • •••••• • • GEO1tCHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Date Client Proje Addre Project Info: H = 140' C I Printed on Recycled Paper %oirivamk •�� �, 11111111110% `'!"NiSal t1111s111111111t ,k /arlAI � t ,s YNATECH ENGINEERING CORP. 1 2009 OFING n Church @ Street, Miami Shores, FL. ASCE 7 -05 DESIGN PRESSURE CALCULATIONS STEEPLE Basic Windspeed V= 146 MHP Importance Factor 1= 1.15 K.= 1:36 Design Calculations: Velocity Pressure: q = 0.00256 (1.36) (1.15) (1) (146) (1.0) = 85 PSF Approximate Tributary Roof Area: <10 Sq. Ft. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net lEOMEwMn AUG 4 2009 J BY: Page No. 2 602 NE 96 Street, Miami Shores, FL. External Pressure Coefficient: -1.8 Design Pressures: Field, perimeters and corners (85) ( -1.8) = 154 psf. Attachment Requirements: Metal Deck Attachment Requirements: Using a # 12 - 2 inch stainless steel pan head self drilling screws by Interstate Screw Corp. into structural steel; with a pull out value of 656 Ibs, the following is our recommended fastening pattern: Fs: 656 Ibs =164 lbs. 4 sf. Fastening requirement: Fastening spacing: 154 psf x 1.5 Ft. = 1.4 screws / ft or 8.5" o.c. 164 lbs. _> use # 12 -2 inch screws at 7" o.c. @ vertical structural steel supports. Page No. 3 602 NE 96 Street, Miami Shores, FL. Notes: All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. - Wind load calculations are based on ASCE 7 -05 and information provided by client. - All work shall be inspected by our field engineer or City Inspector to verify compliance with specifications. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • Roof Slope: l<415 r /92" Roof Mean Height: r` 4® •� A Ridge Ventilation: r7;3 Method of Tile Attachment: N/A Alternate Tile Attachment Me od: Clip Spacing for Metal Roo Panels Section D (Steep Sloped Roof System) Sloped System Description Field :: — 1Perimeters Perimeter Wdth:L_ Comers: Page 4 Deck Type: 5/8" Plywood MI AlternalgfDeck Type: Underla lnsuiatio /Fire Barrier Board: : 4/ Optional Substrate: Fasteners: ent type: Page 1 of 1 _ _ S 4/2* - g " ;4445 Cap Sheet Type/Adhesive Type: Roof Covering: Roof Covering Attachment Method: Drip Edge Size & GaugeF2" face 26 ga. . /V Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight: N/A Roof System Manufacturer: Notice of Acceptance Number. I J Minimum Design Wind Pressures, 11 Applicable (from RAS 127 or Calculations): P1:_ — �P 2: —1 3: J5 _ Maximum Design Wind Pressures, (From the PCA Specific system):1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • Roof Slope: l<415 r /92" Roof Mean Height: r` 4® •� A Ridge Ventilation: r7;3 Method of Tile Attachment: N/A Alternate Tile Attachment Me od: Clip Spacing for Metal Roo Panels Section D (Steep Sloped Roof System) Sloped System Description Field :: — 1Perimeters Perimeter Wdth:L_ Comers: Page 4 Deck Type: 5/8" Plywood MI AlternalgfDeck Type: Underla lnsuiatio /Fire Barrier Board: : 4/ Optional Substrate: Fasteners: ent type: Page 1 of 1 _ _ S 4/2* - g " ;4445 Cap Sheet Type/Adhesive Type: Roof Covering: Roof Covering Attachment Method: Drip Edge Size & GaugeF2" face 26 ga. . /V Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight: N/A GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Date Client Project Address Project Info: H = 140' L =6' W= 6' / /'r..1' d%1 lt11� III/ILIr C.f. WOMB 11111111111111, - I - „ WIZEN -��`v -..hill DYNATECH ENGINEERING CORP. : June 25, 2009 : PRETO ROOFING : Presbyterian Church @ : 602 NE 96 Street, Miami Shores, FL. ASCE 7 -02 DESIGN PRESSURE CALCULATIONS Exposure: C Category : III Slope : < 45° STEEPLE Design Calculations: Velocity Pressure: q = 0.00256 (1.36) (1.15) (1) (146) (1.0) = 85 PSF Approximate Tributary Roof Area: <10 Sq. Ft. Basic Windspeed V =146 MHP Importance Factor I= 1.15 K TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING IMCMEV5E1 JUL 0 8 2009 BY: 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 Fax (305) 828 -9598 Page No. 2 602 NE 96 Street, Miami Shores, FL. External Pressure Coefficient: -1.8 Design Pressures: Field, perimeters and corners (85) ( -1.8) = 154 psf. Attachment Requirements: Metal Deck Attachment Requirements: Using a # 5 (12 — 24 x 2 ") self tapping screws into structural steel; with a pull out value of 3999 lbs. and pull over value of 550 lbs. ultimate, the following is our recommended fastening pattern: Fs: 550 Ibs = 137.5 lbs. 4 sf. Fastening requirement: Fastening spacing: 154 psf x 1.5 Ft. = 1.68 screws / ft or 7.1" o.c. 137.5 Ibs. => use # 5 (12 — 24 x 2 ") 7" o.c. throughout. Page No. 3 602 NE 96 Street, Miami Shores, FL. Notes: All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. ▪ Wind load calculations are based on ASCE 7 -02 and information provided by client. ▪ All work shall be conducted under the supervision of our field engineer or City Inspector to verify compliance with specifications. Sincerely yours, �ssa Naa mani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757