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434 NE 102 St (10)Issue Date: 7/5/2006 Owner's Name: MELISSA ANN FRANTZ Permit Type: Roof Work Classification: Roof - New Job Address: 434 102 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/01/2007 Contractor(s) ROOFS BY CHERRY Phone 305 - 653 -8542 Primary Contractor Yes Comments: Additional Information Type of Work: New Roof Additional Info: ROOFING Classification: Residential 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 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. Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 1792 Phone: 1132060170590 Lot: PB: Total Square Feet: 3950 Total Valuation: $ 25,000.00 Re . uired Ins . ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $15.00 $5.00 $323.75 $9.00 $8.13 $360.88 Invoice Number Amt Due RF $360.88 Total: 'AL 26P Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. / b FEB 0 1 2001 Passed Inspector Comments / / ..0 4e Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until '' • ' : ''' • '''' • ' ''' •:. ' • '' • ' • '''' '' • ' • ''' • ''' Ifjspett . Inspection Date: 02/01/2007 Inspector: Grande, Claudio Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305-653-8542 Wednesday, January 31, 2007 Page 1 of 1 CIVIL ]IftV ENGINEER January 31, 2007 Roofs by Cherry 3901 Southwest 40 Avenue Hollywood, Florida 33023 Project: Dear Sirs; Reileh Enneering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 434 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: RF7061792 Date Completion: January 26, 2007 Roofing Contractor: Roofs by Cherry Project Number: 07 -0352 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 434 Northeast 102 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 07 -0352 — Page 2 of 4 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 434 Northeast 102 Street Miami, Florida Project Number: 07 -0352 Reileh Engineering Corporation -- Project Number - 07 -0352 — Page 3 of 4 Test Number Test Load (1bi) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass Reileh Engineering Corporation -- Project Number - 07 -0352 — Page 4 of 4 b + + + + + + + + + n + + + + + 70' 07 -02 APPI20X, ROOF CE51 LOCATIONS ANP PIMeN5ION5 Inspection Date: 01/25/2007 Inspector: i 19U-0 - It2c,c Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ROOFS BY CHERRY Building Department Comments Wednesday, January 24, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305- 653 -8542 Page 1 of 1 3 ps, 2 6 2251 Passed Inspe for Comments 07 CO Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 01/25/2007 Inspector: i 19U-0 - It2c,c Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ROOFS BY CHERRY Building Department Comments Wednesday, January 24, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305- 653 -8542 Page 1 of 1 As per pictures left on job. 8/31/06 CG. by Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -21547 Permit Number: RF -7 -06 -1792 Inspection Date: 09/0112006 Inspector: Grande, Claudio Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Building Deaartment Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP06REC Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305 - 653 -8542 Page 1 of 2 Inspection Number: INSP -21546 Permit Number: RF -7 -06 -1792 Inspection Date: 08/24/2006 Inspector: Grande, Claudio Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Building Department Comments Hot mop as per pictures for flat roof only. Pending inspection for slope roof hot mop. 8/23/06 CG. PA/Ki Passed Failed Correction Needed —Re- Inspection Fee \ ($75) No A,. Inspections can be scheduled until re-ln ion fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 6258 Inspector Comments Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Block: Lot: Phone: 305 - 653 -8542 day, Augu' Thum 1 06 Page 1 of 2 illspee • . ,• • . . Inspection Date: 08/24/2006 Inspector: Grande, Claudio Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ROOFS BY CHERRY Building Department Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 6 2 5 RECD Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305-653-8542 Page 2 of 2 Infraction Passed Comments TIN CAP SPACEING False Passed nspector Comments / . . Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until illspee • . ,• • . . Inspection Date: 08/24/2006 Inspector: Grande, Claudio Owner: FRANTZ, MELISSA ANN Job Address: 434 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ROOFS BY CHERRY Building Department Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 6 2 5 RECD Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060170590 Lot: Phone: 305-653-8542 Page 2 of 2 BUILDING Q EC G M E V EE r Permit No. P"..-C316? —[ PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrica Plumbin Mechanical Owner's Name (Fee Simple Titleholder)//(1/35,4 At�i/A)7 , Phone # Owner's Address I,' y ,o€ /0.2 $7 City /Yert'fi ;S Ae _C State Tenant/Lessee Name 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY Job Address (where the work is being done) XIV AJ/ /0 2 Sf Contractor's Company Name Aeo.& /J,v Cafai� " Contractor's Address 37o/ f'cc. y� ,i t) City 46fq/kl(O4 State /9 Qualifier c <S 7 (Ke / Miami Shores Village rosG 103 JC Building Department � Zip Phone # City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Phone # ''tJ t1 fy Zip ) Je 2) State Certificate or Registration Noere /3 & YB Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit �CfJ�o Square Footage Of Work: Type of Work: ['Addition ['Alteration [New iRe air/Re lace p p ❑Demolition Describe Work: /af/ /N 12 pe 7;24 4 / co i34 etc Tti rrc jv! tY IJf 41/45/ /k3e& * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ (3 n ,, _ CCF $ 15 CO CO /CC Notary $ Training/Education Fee $ tAbi S CO Technology Fee $ Pj, Scanning $ CI • CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ V O. 2 e fM p (Continued on opposite 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: 1 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 Owner or Agent Contracto The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this 3 day of / , 20 D 6 , by / i, rre- , day of 7 , 2066 by , f .:j :77 & // who is personally known to me 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 PUB j Sigt chc 05/13/03 Print: 1 .o` °;1"1: 4r CVNTHEA BLOCH MY COMMISSION # DD 227744 ; . RIMS: Juno 30, 2007 My Commission Expires: APPLICATION APPROVED BY: Signature , NOTARY PUBLIC: Sign: C •' i C'n hlEA BLOCH ,- MY l 5MIAISSION # DD 227744 My Commission E ��, s _ E:PISES: June 30, 2007 * * * * * * * * * * * * * * ** 4,f es* *,0une;i 't4i 74,0idinSc4uk• Print: 7/W Plans Examiner Engineer Zoning ›wn Payment ao N i - 0 0 --• Tile Stack / © 00 CITY �1 / Dry In 9rso o CITY Shingles Stack _ Mop In 3.0 'O Balance Upon Completion q ■C 0 —" TOTAL: 2 D D `.-----' NAME !1/I l / r.f f ^_ f 2 • ' � �2 DATE �✓ i /o 1::: ; — 7 r? - o STREET q L / a j / (,,_ s JOB NAME CITY �1 / STREET Jl STATE. ! CITY STATE "t f Y ❑ Amount ROOFS BY CHERRY, INC. Re-Roofing f R it Roof Repairs 3901 S.W. 40th Avenue Pembroke Park, FL 33023 NO Remove all FLAT DECKS: BUILT -UP ROOFS Mop a standard 4 fly built -up roof rock. 'f Mop a —a— ply smooth surfac with hot asphalt. Special Instructions: We are pleased to submit the following Estimate and Contract This bid will automatically be withdrawn if not accepted within 30 days. s0 6itsyd Roofing to a smooth workable surface. Nail and tin cap one layer Remove all debris from premises. Replace all bad sheathing and facia boards up to (Any wood over thi mount to be c arged on ime and ma erial b In all new lead stack llashings where necessary j3.. C2 /141, /141, -0 D7 /02 W o D Slope Roofs Pitch 3Q a Shingle Install fiberglass shingles, color to be selected by owner. Type of shingle Color of shingle The c N ❑ Mop on one layer of 90 Ib. slate Install C /frY v in a rich bed of mortar. In accordance with S.F.B.C. , hat 0 ,,de Gray l ' Y N Color Y N Type o1 galvanized metal to be installed 0 2 / / 3 // _1:C.2 year guarantee against leaks caused by defects in material or labor. Customer Is responsible for raising and or replacing A.C. units and solar units on roof. Note: Owner Is responsible to protect Interior and exterior furnishings from any dust and debris during roofing process. ROOFS BY CHERRY, INC.. HAS THE RIGHT TO HIRE SUB- CONTRACTORS TO DO THE ABOVE SAID WORK. PAYMENT SCHEDULE 11 No carpentry work,woOdwor i. or painting is included ig this contract unless mentioned in specifications. Roofs by Cherry, Inc. shall not be responsible for damages whether before commencement of or,dtning the said work, or after said work. caused by strikes. war, acts of God. sudden rains.slorms wind storms. material shortage. or any event beyond our control. All work to be done or guaranteed shall be sal forth in specifications. No promises. verbal Or Otherwise, will be valid. In the event payment is not made as stated in specification, all lees incurred in collection, such as attorney lees, Court Cost. Collections agencies. are to be paid by signer or owner. Any interruption n the work agreed upon in this Contract which is not the fault of Roofs by Cherry, Inc. or beyond the control of the same will be billed according to Ilene and material lost Work done. or attempted 10 be done, on this roof by others Than Roots by Cherry, Inc.. or their agents. relieves the warrantor from any Iurther obligation hereunder Should any leak occur, within the period of our guarantee, due to defective materials or workmanship supplied and furnished by us. we hereby agree to repair same without charge. upon receipt of proper notice in writing, by certified mail, providing that the job Complained of has been promptly paid • n lull. This guarantee shall apply to labor and materials only and does not cover damage to personal properly which occurs as a result of leakage after sad root is installed. We do not guarantee against leakage due to: footwear, improper building or roof deck construction, fire. hail, tempest or hurricanes not to punctures made by lastening or wire fixtures, nor the erection of any halchway. penthouse, flagpole, pipe or other structure, support or brace. subsequent to completion of our work on your properly We cannot be responsible for sidewalks. lawns. awnings and fences for access to the building. We cannot be responsible for ceding damage during the process of rooting. condition of solars. gutters. and motor matching with the colored the This contract covers only that work which is specifically designated herein and does not cover any additional repairs which are found necessary after commencement of work This guarantee is not transferable unless mentioned in above specfhcalions. Not responsible for screen enclosures. BUYERS RIGHT TO CANCEL You may cancel This - grsement by mai Roofs by Cherry, c., ma keep all or 0 .•Plia. -...n .de A.111 I n notice to Roofs by Cherry, Inc. This notice must be postmarked before midnight on the third business day after you sign ?his agreemen oI any cash down payment, not 10 exceed the lessor of 25 (Twenty five) percent of the total contract ri Ar A uthnri,'Pri Sinnatiirp f)wnpr Sinnntitrp e All Checks Payable Roofs By Cherry Inc. 5 / Broward: (954) 434 -0015 Dade: (305) 652 -3313 Dade: (305) 653 - 8542 3 - Fax: (954) 963 -4353 rida Building Code. Flood coat with hot asphalt and embed pea with the Florida Building Code. Install a fiberglass capsheet - dollars $ Owner ? - Y7/-31.0 oZc•Coo Lure tr / /.,f'sir IOlt ft agreement I -O / /-/ •13 G 7 , 1741 ,- / . 1 V i 7 $ i S9 6e.v- e/ 7 -�,4 0 o1 a\)(1 /-v cr2 M/<Syio�s' Y.1 cf — ��.�J 14-r 3 1 /.--,10 i Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2 172 Lot Size: 6,900 SQ FT Year Built: 1963 Legal esription: 6 53 42 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 W10FT OF LOT 7 & ALL LOT 8 BLK 91 LOT SIZE 60.000 X 115 OR 13718 -938 0688 1 Year: 2005 2004 Land Value: $147,108 $101,278 Building Value: $154,835 $142,064 Market Value: $301,943 $243,342 Assessed Value: $119,687 $116,201 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $94,687 $91,201 Folio No.: 11- 3206 - 017 -0590 Property: 434 NE 102 ST Mailing Address: MELISSA ANN FRANTZ 434 NE 102 ST MIAMI SHORES FL 33138 -2453 Miami -Dade My Home My Home miamidade.gov Show Me: Property Information Search By: Select Item El Text only U Property Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: $100,000 13718 -0938 6/1988 Assessment Information: ACTIVE TOOL: SELECT Digital Orthophotography - 2005 We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information 1 Property Taxes ( My Neighborhood 1 Property Appraiser Home l Using Our Site 1 About 1 Phone Directory l Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 0 112ft PV http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/21/2006 4 ■• ' • Fl °rids Building Ccide Edition 2004 MGR Velocity Nur:loam Zone Uniform Permit Appication Pant • • • • . . • Section • •••• •• Matter pent* No. • • • .4_ • COntractes Narita • Job Address. •• rjq /Pol •• • A Menerai Info Processi/O. C We" • . ROOF CATEGORY • • 3 • • : D ii;NINtotpT BLDG DEPT Slope • • 0 MechaniCalty FitetenetF O phaltic IVIetal • • Shingles • • . . . • • D • Prescriptive BUR4tAS 150 . •• . • • • . • • • • Gigs: V •• '• ROOF'TYPE . • •• • . YtHi• , Wpe; Ns Reroofing 0 Recovering b RpaIr 0 Maintenance • • . • • ROOF SYSTEM INFORMATION : • • Low SIOPe Area (SF) Steep Sloped Roof Area (SF) • • TOtal (SF) • • ..30 • • • • 2.•44 4 • • •.: 295v . • , O ct IR IrrT Th nnthris A al" I ALLFEDERALE STATE AND C6UNT'q RUL AND REGULATIONS • • ktorbarlAdhasive Set Tile ' od Shingles/Shalom . • Section 8 (Root Plan' Sketch Roof Plan: Illustrate all lewd* and sections, roof drains, scuppers, Crier scuppers and overflow drains. Include dimensions of sections and levels, plearly Id • dimensions of elevated pressure zones and location of parapets. • Miami *aim VIII 0 • n Gla MigMEVIE U o a 2006 • • • • • • • • • 1. 1 ■■■ • • • • • . • • • • • • • • • Oau Florida Building Code Edition 2004 HIGH Ve . Hurricane Zone Vnitonn Permit A , anon Form Fill in Specific Root Assembly Components and identify Manufacture (If a component is not used, identify as ( 'NA'J System Manufacture 14f NOA No.. ( 3 T 5-a /. DJ Design Wind Pressures, From RAS 128 or Calculations: . Pmax1: Y9,2 Ptna, st` pma 3:/_2 y,3 Max. Design Prpsourkfrom tine Specilic NOA System q42 4 Deck TYpa ,, 7.- Slope i/y eau /Z Anchor/Base Sheet 8 No of • Pty(s) V4 Anchor/Base Sheet Fastener/Bonding Mat Wet N/t • insulation Bus Layer A/ 4 Bass Insulation Sire and Thickness: • N4 Base Insulation) Fastener/Bonding Material: NA Top Insulation Layer . /1/ Of Top insulation Size end Thic .. 4 Top Insulation. Fastenedflonding Matertak • e4 • Base Sheet(s) & No. of Py(sy; Bass Sheet Fastener/8o 9 Material: /$ - asAPfi( I/ ri✓ CMP Ply Shes)Betio. of • PlyWil 2 i94 Ply Street Fastenerl8oncIng Matedal: ROL , 43 09 /14( r • Top P1Y ftf) l e a Top Ply Fastener/Bonding materiai: / S utfacln • ,� ; Fastener Spacing for Anchor/Base Sheet Attachment 'oa ®t Lap, B Rows 2 ;6, L' oa Perimeter G ' oc Lip, Rows lk6 oc :Comm v 'oc o Lap, If !tows 1i G co Number ofFasteners Per Insulation Board Field . Perimeter /t/Pf Corner NA . iittrstrate Components Noted and . Retails as Applicable: • • • Woodbloddng, Gutter, Edge Termination, Stripping,.Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, • Coping, Eta '.Mean Roof Height, Parapet Height, Height of Bass Fisebing, Component Matedal, Matadaf Thidanesa, FastenerType, Fastener, . Spacing, or Submit Manufac tUre Detail that . Comply With RAS 111 and Chapter i 6. 2)".~- ��sy �I�SS Offt,S tr- yrtal4ry •. • • • • • • • • • .. • . ••pet • • . • • • • • •-• • • • •• • • .. can ...,.. • • .Weight .1* 1 Roo( Slope 3 1 2 Roof System Manufacture Sehvi* A .3444,Sei V y' ! �+ Product Approval number 4r - patl Minimum Design Wind Pressures, If Appticable,(From RAS 127 or Calculations): P1: 7 6 Yr . P2 is VP P3: A2el i /aV)T Maximum Design Pressure Product Approval Specific System 0 / / Method of Tile Attachment: Po /y,/€o 4 •+mes•.uegy ..vute Conlon zUU4 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Steep Sloped Roof Description Deck Type: Type Underlayment: Insulation: Fire Ranier: Fastener Type & Spacing: Adhesive Type: Ridge Ventilation? I Mean Roof Height 2 / 1 /K 2 o � N f e l /Sofia ego /¢ 41E 6 �r/4/45 . u 6 e,A # 1 /1 /4/,41,Cd Type Cap Sheet: I ASrnt j is ✓r i4Mecdrr # 9 0 Roof Covering: Type A Size Drip Cap: .... • • • .... • • 1 0 A2 og 3A3 26' 6A r i,»?, /.l4 •• • ... . • • • • • • • • • • • Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations. For moment based tile systems, chose either Method .1 Or 2. Compared the values for M, with the values from M.. If the M. values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS-127" y ,5 x A, oaf? = /3vJJY-M,4/? aM , StrPcoduct Approval Mr 6/ (P,: VS // x A or ,71, it21. V)- M. S. Y2 ' Mr,2 40 V,?Pioduct Approval Mr - (P,: ', / x ko.27 * arn). M <5% ZL =M6w1242W Product: Approval M, Method 2 " Simplified Tile Calculation per Table Below" • • • Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr R . red Moment of Resistance' FEENgill INIMINELUMEM 4:12 IMENKM.M.111 MN - 101E-11 7 111/111111111111111. 812 15' 30.4 30.1 29 30.2 31.6 26.4 30' 36:7 • 37. 33.1 32.8 so.- 28.2 40' 32. 30.0 'Must be used in conjuctlon with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. • For Uplift basest file systems use Method 3. Compare the values for F' with the values for Fr . the F' values are greater than or equal to the F r values; for each area of the roof, then the tile .. attachment is .acceptable. Method -3 "Uplift Based Tire Calculations Per RAS 127" • (P.: x 1: = x w:= )• w: x cos at =Fn: Product Approval F' (P,: x 1: ,. .,� x w. ). nt. A cos /k ;F,,____Product Approval F' ,_,� (P3: x 1: - x w:= ). w: x cos it =F,. Product Approval F' AO Calculations must be submitted to the Buildin. Offidal at the time of . • 't a. : tibn : • • • • •••• • • • • .. • ... • • • .. • • .... .... • • • • • • .... .... • • • • • • .. .. .. 00 • • • • • • • • • .... • • • • •••• • • • • • •• • ... • . . • 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 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 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. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 2. Rena'ling 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. >f 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. i. 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. S.`- {; 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. .. Si . ature ner's/Agent Property Address --Rev. 1f20/2005. Compurerzervfn - rnmamg veparun l 0h Date Contractoj Signature Permit Number • • • • • .. • • ••. • .... .... •••• • • •••• •••• •• •• • ••• • • • • • •• • • •• • • • • • • • •••• • • •••• • • • •• • •••• • • • • MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. 060 t MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER 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 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 described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile 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 of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distritators • and shall be available for inspection at the job site at the request of the Building Official. ; . • . .. • • .. • ••• • •. .. • • •••. •... • • • • • •• • .... NOAI'io. :05 -09A14 Expirattdn Date: 02/02/!1 • • Apprnya? take: 02/02/06 • .p i M5. • • •••• • • • .. • • ••• • • • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing ,Sub- Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured bv Test Product ,Appllcant Dimensions Specifications Description Santafe `S' Clay N/A TAS 112 Roof Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies TAS 112 Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Aug. 1994 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) TAS 101 TAS 102 Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance • Sept e 196• • • • Testing of Screw vs • • • • • • • smooth shank nails • • •••• •... • • • • •••• •••• NOA rM105- 094104 Expiratibn Hate: 02/Ob11 • • Approten :02/02/Ott • *Page ? • • • ...• • • • •. • •••• • • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 Test Aeencv Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier P 0647 -01 P 0631 -01 520305 -01 t 05 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 Test Name/Report Date TAS 108 (Mortar Set) PA 108 (Mortar Set) Aug. 1994 July. 1994 PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations .... • • •• • • • .. • ••• • • • •... NO4 Nor:45.0921t02 • Expiradeabate: 02/01fP1 • • Appro;thgtett: 02/02/069 • (Page 3 • • • • •••• • • • • . • • • • • Table 2: A erodynamic Multlplyers— ft Tile Profile X (ft Batten Application X (ft3) DIrea Dek • • • • • Santafe 'S' 0.274 0.2� . • • _ - • Test Aeencv Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier P 0647 -01 P 0631 -01 520305 -01 t 05 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 Test Name/Report Date TAS 108 (Mortar Set) PA 108 (Mortar Set) Aug. 1994 July. 1994 PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations .... • • •• • • • .. • ••• • • • •... NO4 Nor:45.0921t02 • Expiradeabate: 02/01fP1 • • Appro;thgtett: 02/02/069 • (Page 3 • • • • •••• • • • • . • • • • • Tile Profile Santafe 'S' Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 2 ":12" Battens 5.93 Direct Deck 5.90 3 ":12" Battens 5.85 Direct Deck 5.82 4 ":12" Battens 5.73 Direct Deck 5.69 5':12" Battens 5.56 Direct Deck 5.53 6 ":12" Battens 5.32 Direct Deck 5.29 7 ":12" or greater Battens 5.03 Direct Deck N/A Table 4: Attachment Resistance Expressed as a Moment - M, (ft -ibf) for Nall -On Systems Profile Fastener Type 2 -10d Ring Shank Nails One #8 Screw Tile Santafe 'S' Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip 1. Approved screws as noted 'Product manufactured by others'. Direct Deck 21.8 29.16' 38.28 57.31' 57.60 Battens N/A N/A N/A N/A 61.77' Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Santafe 'S' Tile Bond Polyfoam Polypro AH 160TM' 2 See manufactures component approval for Installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Minimum Attachment Resistance 38.9 28.5 Table 5A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Polyfoam Polypro AH 16OTM Polyfoam Polypro AH 160Tm 5 Paddy placement of 63 grams of Polypro AH 180"'. 6 Paddy placement of 24 grams of Polypro AH 160TM. Minimum Attachment Resistance . 63.8 61.9" Table 6: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems - M, (ft-Ibf) Tile Profile Santafe 'S' Tile Application Mortar Set Attachment Resistance 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or loge! of • • following statement: "Miami -Dade County Product Control Approved ". ; • • • • • •. • ••• • .. • •• •••• • • • • ••.. •••• NOtir iox$15-092j•02. Expiration Date: 02/O1fri • • Appro.:d1$: 02/02/ • Page 4,I f5••. . . •••• • • • .• • •••• • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE l • • • • •••• • • • • •• • ••• • • • • fell • • • • . • •• •••• NOAlYtt. 05.092 ?0Z, : Eapiratidh Dote: 02/01'21 • • Appre3 :02/02!06 1 'Page sacs •. • • • • • • . • ••• • • 1. •• • •••• • • • . • Ill BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTIWLDIVISION NOTICE OF ACCEPTANCE) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: 'This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tho 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tho right to have this product or material tested for quality assurance puzposee. If thia 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. BCCO reserves the right to revoke t is acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This pruduct is approved as described herein. and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro AH160 RENEWAL of this NOA shall be considered after a renewal application has been Bled and there bas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if that 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 bc 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 catircty. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufactu txr or its distributors and abaft be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0511.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J L. Acebo. Gc1 Lam- I'14z- MIAMI -DADE COUNTY. FLORIDA METRO -DADE H AGIER BUILDING 140 WEST FLACLUR STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 315-2901 FAX (305) 375 -2906 •.•• . . • .••• • • • •• • •..• • NdANVO6.0201 as • • Expirailla TAU: 05!10/1 Approt a 04/13* • • • • • • • • • • • • • • • • • .• • • • .••- • • ..•• • • • • Al • • • •• • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AUI60 es manufactured by Polyfoam Products; Inc. as described in Section 2 of this Notice of Acceptance. For the location whore the design pleasure requirements, as determined by applicable building code, does not exceed the dcaign pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where tho attachment calculations are done as a moment based system for single patty placement, and as an uplift based systan for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: roeiuct Dtmen1one Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: LUESAI Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability SveeiBeatlone TAS 101 t ace on Two component polyurethane foam adhesive Dispensing Fquipmaat Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Test AS'Ilvi D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTMD2126 Closed Cell Content ASTM D 2856 Bm 1.6 lbsJft.? 18 PSI Parallel to riac 12 PSI Pocpendicular to dse Z8 PS1 Parallel to rise 0.08 LbsiFt 3.1 Pcrm / Inch +0.07% Volume Change ( 110° F.. 2 weeks +6.0% Volume Change @158°F.,100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical Average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • • •. • NPA r> 06•0201.Q E, °SJIQ(U. Page 2of • • •• •• • • • • • • • • •• • ••. • • • •••• ••• • •• •• • • • •• •• • •••• • • •••• • •••• EVIDENCE SUBMITTED: Test At cncv Test Identifier Test Name/Report Ea Center for Applied Engineering #94 -060 TAS 101 04/08/94 25 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11-93 10/25/95 25- 7438 -4 2.5-7438-1 SSTD 11-93 11/02195 25 -7492 SSTD 11 -93 12/12/95 Mites Laboratories NB - 589 - 631 ASTM D 1623 02101/94 Polymers Division Ramtcch Laboratories, Inc. 9637 -92 ASTM E.108 04/30/93 Southwest Research Institute 01 -0743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM 1384 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Cclotcx Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454.9.1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109.2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109-2-1 LIMITATIONS: 1, Piro classification is not put of this acceptance. Refer•to the Prepared Roof Tile Agocmbly for fire mating. 2. Polypro® AH160 shall solely be used with flat, low. & high tilt profiles. 3. Minimum undcrlaymcm shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhc ive with their tilo assemblies shall test in accordance with TAS 101. • 5. Roof Tilc manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accntdanc a with TAS 101 with section 10.4 as modified herein. I W r =12 • • •••• • •. •••• ••• • • • •• . ' • MA litoo 00.0261.01 Rhtplrat1014 Date: 05/1 /114h. ApptihyelDatc: 04I1a06.' Page 3r f7 • • • • • • •• • •• •• •- • • • • • • • •••• • • • •••• • • • • • • •• • • •••. • • • • • • • Table I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min, (grams) Two Paddy Weight per paddy Min. ( Flat, Low, High Profiles #1 S , N/ N/A High Profile (2 Piece Barrel) _ #1 #2 _ I7 /side on cap tut d 34/pan 24 N/A - _ — • N /A Flat, Low, High Profiles Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypn4 AH160 may bc used with any roof tile assembly having a current NOA tbat lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AII160 shall bo applied in compliance with the Component Application section and the corresponding Placement befalls noted herein. The roof tile assembly's adhesive attachment with tho use of Polyproap A11160 shall provide sufficient attachmeut resistance, expressed tut an uplift based system., to meet or exceed the uplift resistance determined in compliance witb Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its compobents shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoana Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation trust be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction 5. Calibration of the Foampro® dispensing equipment is requirodbefore application of any adhesive. The mix ratio between the "A" component and the "B" component shall be madntained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. Polypro® AHI60 shall be applied with Foampro RTF1000 or Pro?acle® 30 & 100 dispensing cqulpmcnt only. 7. Polypro® A11160 shall not be exposed permanently to sunlight 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AII160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall bc in accordance with the 'Placement Details' herein. Each genetic tilt profile requires the specific placement noted herein. LABELING; All Polypro® A.13160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: M requited by the Building Official or applicable building codc in order to properly evaluate the installation of thin syatcm. . • • • .. • .. • • • • •... .•• • •• 146A ire.• 06.0241.0 Bzpirtitlon Date: OSt1114 $ . Apprwva� Date: 04/tI fQ4 • •••• Page 4217 . • • 0 • .. .. .. • •. • • • • • • • • • .. • • ..•• • • ..•• • • • • • • • • . . • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ... • • • 004.0 • • • . .. • ... • NbA:koa 06-0201.02 Expiatfci i te: 05/10111. ApprAi lhste: 0dgi 3 � • • • • • •••• • • • • ...• • • • 00 • • ..• • • • • • • • • • • • • • • A1DHESIYR PLACEMENT Dunn, 2 SINGM PATTY . . .• • • • • •• • • • .. . .. • • Pr6x14o : oaoiot.gi • Expbr;Fi tot: 05/110/11, Appsevaj te: OI/ Qit • ••• Page 6.6(1 • • • • • • •. • • • • .. • • • • •• •• • • • •• •••• • • •••• • • •••• • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF TRJS ACCEPTANCE • .. .. • •••• • . • • .• KU M.: 06W0l11.If2 Exp1I4 l8 P.te: as/t AppPMt Date: stow. p„pr'1en • • ...• • • • •• •• • .: • . • • • • .... • • • • •... • • • • . . • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued am " Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Pot yfoairiti 0 3" 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050", applied a „i ga l /sq/application.or three applications, applied 1 -1/4 gal/sq/appUcatiorr 16 -32 dry mils). urfadng: "Gacoflex UA -65" Series (various colors), applied 1 gal/sq (12 dry mils). . Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Potyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 al/sq/application or three applications, applied 1 -1/4 gal/sq/application 16 -32 dry mils). urfadng: "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat "GacoSil 5- 1000", applied at 1 gall//sq (10 dry mils). Surfadng: "Gacoflex 5- 1000", applied at 1 gai/sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfadng: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoflex A- 6211 ", 1 -1/2 gal/sq (14 dry mils). Surfadng: "Gacoflex A -6200" series (various colors), 1 -1/2 gal/sq (14 dry mils). GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE N3 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1f4 in. thick (min) Georgia -Pacific "Dens - Deck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFI<1rI'PHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A; B or C roof systems indicated. below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply ) for nailable decks") may be substituted for Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite ) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation' (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) — Continued ane composite, wood fiber / isocyanurate composite, phenolic, any ess. eet,Three or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply `6^ iot mopped. Surfadng: GraveL 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood -fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 " . Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet ,Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck C -15/32 Incline: 1 • 511' Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed). Pty Sheet One or more layers of Type G3 " GAFGLAS Ply 4" or GAFGLAS Ply • 6 Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 6 . Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type G3 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet'. 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 • Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Pty Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap. Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6" ••••. Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap SheOYi,.hot moppet • • ; • 2. Deck: C -15/32 • IneOnt: 3 -1/2 • • • . • Insulation (Optional): One or more Byers perlite, wood fiber, gg s • ... fiber, isocyanurate, urethane, perlitefitc ahurate composi pe rtite/ • urethane composite, wood fiber /isojaourata composite,•phenolic,y thickness. • •. • • • • Base Sheet Two or more layers of Type C1 or Gt. • • • Membrane: One or more layers of "Rulkfold Torch" (smooth or granule) • • • • "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smQdth pr Qranule) of "Ruberoid Mop Plus" (granule). ..' •• • • • • Cap Sheet "GAFGLAS Mineral Surfaced Cap hot mopped. Class V: • • • • •••• 1. Deck: C -15/32 Incline: 1/2 • '' • Insulation (Optional): One or more. Wye .perlite, v7(18 - fiber, yylas ' gee** fiber, isocyanurate, urethane, perlite / isocyanurate compositg, perlith/ • LOOK FOR MARK ON PRODUCT "r 'tAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M Ndlable Dec Sheethlnp Piper (N Noland) �1 l SW OAFGLAS Miners! Surfaced Cs. Shell • J r side Lap ) See sheet (see below) OAFOLAS Pay Ruoff np Asphalt 2- SII a Lep North,.South, and West Zones Nallable decks;up to,,6.1nches per400t slope, except for.lightweight insulating concrete decks which are limited to a maximum slope of 1" per Inot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable • decks. For lightweight insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, it required) Base Sheet GAFGLAS Ply (2 piles) GAF Materials Corporatlon Roofing Asphalt . . Interplles Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 175 -250 lbs.. Y Specifications t �., Design and Application Considerations detailed In this Manual shall apply In addition to the following ecommendations and specifications. 0 P Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of Base Sheet, lapping each sheet 2 itches at edges and not less than 8 Inches at end laps. Nail along lap of base ply at Intervals not to exceed 9 Inches and stagger -nail down center of sheet In two rows with nails spaced at 18 Inch Intervals in each row. Use fas- teners with Integral metal heads at least 1 Inch In diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 20 % Inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the 'slopes : involved must be used: • Slope per loot Up to 3" . Steep ASTM Type III 3'- 6' ^ ": HT -Steep ASTM Type IV Asphalt Type On slopes up to 'h inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona. and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instruclions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable Base Sheets include: STRATAVENT`" Nailabie required for freshly poured gypsum decks, GAFGLAS +175 Base Sheet, RUBEROID' Modified Base Sheet, GAFGIAS• PLY 6'°, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 61s used as a base sheet, a sheathing paper Is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 inch per fool or more, all ply felts must be back - nailed 4 inches in from the back edge of the fell. See 'Installation on Steep Roofs; page 10. UL Classification ' UL Class A A .. Substrate Slope C 2' NC 3' . C 3 '/} UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. '73r inch thickness), oriented strand board (min. /, inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per fool. • • • • • .• • • ••• • • • ••• •.• • • • Guarantees Avellable Specification _ _ _ LIbe! Quoted.' • • • • •. 4 :: N- B- 4 -M/P6 • 15 yr.WQ$Z0ste only, Wiod Nab. N- B- 4 -M/P6 . ' 15 yr, • !:411 , LIghhlejghllgsltlatIng Concrete. f ).. (See pegeCO) ; .... N -B -4 -M 12,1005 yr. _ • ....i.• • • .• ..r •• • 11/10/2003 08:46 FAX 9736283856 X4-0 R MIAM A[i� WILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC TECH SERVICES C—CG — t 1 AW -DADE COUNTY, FLORIDA MEZBO-DADB HAGLER BUIWING .140 WEST FLAMER STREET, sUTEE 1603 MUM, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: v the use of construction tnRt�ials. This NOA is being issued under the applicable rules and regulatiams,go ermin$ • The documentation submitted bas 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 (ABJ). 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 fans to perform in the accepted meaner, the manufacturer wi]1 incur the • expense of such testing and the A137 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 Caanty Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and bas been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Bnilt^Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufactmer"s name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted heroin. 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 of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other proposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for t minationand 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. • • 00 • • •.. • . • INSPECTION: A copy of this entire NOA shall be provided to die user by the manufactdret of its distaiA and shall be available for inspection at the job site at the request of the Building Official. • ' . • Ljool 00 00 • • 00 • .• xa� Ko: 03 -05d1. P m te: Approval dated • ' • ,Page ' .. • ogee • • • • ' • . • • 0000... • • • • • • 11/10/2003 08:47 FAX 9736283856 TECH SERVICES 2002 Deck Type 1: Wood, Non-insulated Deck Description: " /, or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply Base sheet GAFGLAS #80 %imam Base Sheet, STBATAVEVT® EUminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, EMBROIL) SBS Heat Weld ' Smooth or RUBEROID SBS Heat -Weld 25 base sheet . mechanically fastened to deck as desca bed below; Fastening Options: GAFGLAS® Ply 40, -GAFGLAS Flex Ply+' 6,.GAFOLAS -#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psi, See General Limitation #7) GAFGLAS® Ply 40, GAFGLAS Flex Ply " 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAPTITE) #12 or #14 Screws and 3" 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. inthe field of the sheet. (Maxi's= Design Pressure -4S ps; See General Limitation #7) GAFGLAS Flex P1y 6, GAFGLAS • #75 Base Sheet or any of above Base sheets attached to deck with approvad 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 -52.5 psf.. See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deckwith . Drill Tec (GAFI'.f113) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other FM are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See .General Lwnitatlon #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener king of 9" o.c. at the 4" lap staggered in two rows 9" in the field- (Maximum Design Pressure -60 psJ; See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with • DriU -Tec (OAFflTE) #12 or #14 Screws and 3" 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. (Mavimnm Design Pressure --75 psj; See General Limitation #7) Ply Sheet One or more .plies of GAFGLASS® PLY 40, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUDEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate °f ad! • • •••• 40lbssq. • • • Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Skit ac eyed in a • full mopping of approved asphalt applied within the EVT rang. ,at a rate of. 20-40lbs.sq. •••• • •••• • • • • • • . • • • • NOk 1Q6: 03 -0501. • E pirahb 60: 11/0410$ Appt D 10/23/tre • Page 18 o4'2 ' •• • •. • • • 11/10/2003 08:47 FAX 9736283856 Wig: (Required if no cap sheet is used) Install one of the following: 1. GAP Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Pibered Emulsion) with an application rate of 3 •gal./sq.;•or•GAF pnmium•Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating •Fbered 301) with as application rate. of 13 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB.(Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAP WVeatherCote or WeatherCote LOW -VOC applied at rate of 14.5 gal/sq. Maximum Design Pressure: See Fastening Above TECH. SERVICES • • • • • •• • • .••• . • •••• 111 1 • • •1•• • • • • . ••• • • •. • •• • • • • N1ANo: 013450L OS • &phial tide: Apppoval�> 0 • •• • •.•1 • • • •..• • • • • .•R• • • 0000 10/2003 08:48 FAX 9736283856 WOOD DECK SYSTEM LIMITATIONS: base • 1 A slip sheet is required with Ply 4,. and Flex Poly .6 when used as a mechanically fastened anchor im m 1.� board is ac acceptable to be installed directly over the 2. .y Dens Deck ar 1/2 Type X gypsum �p�h' . wood deck GENERAL LII UTATIONS: 1. Fine classification is not part of this acceptance, refer to a current Approved Roofing Matmials 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 13VT raw and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, pal .size shall be 4' x 4' ntaximumu. applications over closed cell 4. An overlay and/or recovery board insulation panel is required on all app 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" r bbons 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 iibbon tb allow .cross ventilation. Asphalt application of either system shall be at a minimure rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maxim= design pressure of -45 Isf. ' Farce value erf 5 . . Fastener spacing for insulation attachment is based on a Minimum Characteristic 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 2751bf 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 canjmmction with the maximum design value listed within a specific system. Shaarld the fawner resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Rem Engineer, Architect, or Registered Roof Consultant may :be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Applicatio 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. (When this litakation is specifically referred within this NOA, General Limitation- 9 will not be applicakle.) S. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shaIconform with Roofing Application Standard RAS 111 and applicable wind load requiremeets- 9. The maximum designed pressure limitation listed shall to applicable to all roof pressure zones (i.e. field, perimeters, and corners)- Neither rational analysis, nor elation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended. corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 wi tint • • • be applicable.) • • • 10. All products listed herein shall have a•quality assurance audit in accordance with the reeds • • • Building Code and Rule 9B-72 of the Florida Administrative Code. .... • END OF THE ACCEPTANCE • • • • • Nel•No :03450l.OB• • 11/04108 A 'v� ter19R ••••00 •e 21�oE2! • • 000000 •• • • • • • •• 0 TECH SERVICES e1004 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. rob ! I 1 TAX FOLIO NO. 1 d� cY0 - 051 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: 1 - -/ CoCs 2. Description of improvement: 3. Owner(s) name and address: )`-'�� \ \∎Sg - 2, d Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ��o \ S`—.' Name and address: Amount of bond $ 6. Lender's name and address: Notary Publi Print Notary's Na My commission expires: 123.01 -52 PAGE4 10/04 c ay �rtih�Z S�� e s STATE OYFILORIDA, COUNTY OF DADE 5. Surety: (Payment bond required by owner from contractor CERTIFY that this is a c rgRy of the ) rrgmal filed (hi office .n NITNESS my hand an 7. Persons within the state of Florida designated by Owner upon whom n 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 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 da • specified) Signature of Owner Print Owner's Name ■- k•Q_ \ \\ Sa, O■vN\ Sworn to and subscribed before me this day of , 20 . CYNTHEA f LOCH s. MY CC*7M; a;ui' • uu 2 27/44 •• ±, . rz EXPIRES: Jun 30,' :. 7 ` or ° Funded :hr: Ale Pad'i ^c., Inc. 111 1111111111111111111111111111111 11111!11111 CFN 20068080 1¢ OR Bk 24757 Ps 1463; (ips) RECORDED 07/26/2006 13:0918 HARVEY RUVINv CLERK. OF COURT 11IAt1I -DADE COUNTY p FLORIDA LAST PAGE 5 D.0 •O!��s or other documents may be served as Prepared by \ Vc v ILa� S Address: rsU - " 1 - 9 0 1 GL-4 o" Av-� k, 53c) Date Wednesday, July 26, 2006 07/26/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -7 -06 -1792 Invoice Number: RF -7 -06 -25464 Applicant: MELISSA ANN FRANTZ Company Name: Owner Address: 434 NE 102 ST MIAMI SHORES, FL 33138. Job Address: 434 102 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 10494 Amount $360.88 Change $0.00 Total Payment: $360.88 Page 1 of 1 MIAMI SHOR:F VILLAGE BUILDING DEPARTMENT 4\ 305- 795 -2204 Building Inspection Request Date // Time Type Insp'n frik2al ROD F ti Permit No. 6P03 -1Y 3V Name 4 T H ter: 7 # " re:Utirr Z - Address ( 7 1 3 ` / 'IE /O 6 T Company Phone # 565 73-Y - 939 For Inspector:, // ..0 y .. 6 3 Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ • BUILDING PERMIT APPLICATION FBC 2001 , Miami Shores Village Building Department Permit Type (circle): Building Electrical Plumbing Mechanical /Web Owner's Name (Fee Simple Titleholder) e! /< S' 27/1 Phone # ' O� i 75 7 ' STrs Owner's Address �" 13 /CZ _s" City ( /li(VAAA � 2U1),0 State Zip 33 / 3eF Phone # Tenant/Lessee Name Job Address (where the work is being done) 3 I / /CC /02_ _St City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name d Q � /P-/( a/ Phone # � J 7V �' d �Z Contractor's Address y /(,F7 /f 2 (D 6t City_igli 1, i I4jJ. -, State Zip 13J Qualifier D 0-4 Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City $ Value of Work For this Permit tate County Miami -Dade NO Number of: Bays Stories Families Type of Work: ❑Addition ❑Alteration :New De cribe Work: Permit No. 159 abUa io3`l . Master Permit No. Bedrooms Roofing Zip ,S'Vi.cr 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip Square Footage Of Work: /.1.4_41-Q4, Baths Repa Replace ❑ Demolition At 44_ .inAe-ot c.. * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Education/Training Fee $ Tech $ Code Enforcement $ Permit Fee $ Bond $ Notary $ /' 0 c Scanning $ Radon $ Struct. $ Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side) cy-Pn et 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. Chc6/1 8/03 . N.,.____L ' Owner or A _ nt Contractor The fore • -oing instrument was acknowledged before me this i The fore oing instrument was acknowledged before a thi { ,.day of , - 244c i , by dSsgr, `` rivi. L day o 20a, by (who is pers: • Hy kj own to me or who has produced who is personally known to me or who has produced As>let_tifi ' ration and who did take an oath. , . who did take an oath. Ua, d. Thru tictary Public Underwriters APPLICATION APPROVED BY: ;v ITC; is LL S. POLANSKY • ,'; MY co ;: MISSION # CC 912336 NOTARY P IC Sign: 1, / Print: My Commi ion Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. 1 1, Signature NOTARY P • Print: ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Alt******* s** * * * * *ss * * *s * * * *s *s * * * * * ** * *s * ** SEP - 3 2003 Plans Examiner Zoning t HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR -- 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 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. _ n 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. .�G. 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. 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 �f 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. eeooettia.nne fLOCALs.nt..1strna. usu.. Date Contractor's Signature Contractor's Name: DI ' x /A ❑ (Low Slope Application) O (AsphaltFFibecglass Shingles) ❑ New RooT°':'. • ❑ Re- roofing DECKTYPE FT FT • ATTACHMENT FASTENIATYPe DETAIL. 9l&2 SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION ROOF 'CATEGORY O (Nail -On Tile) SPACING ROOF TYPE -. ❑ Recovering ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) FIHlx PHRIMEI EFt CORNER Job Address: q3 y c /&- " r Res) ❑ (Mortar -Set Tile)* ❑ (Metal Roofs/Wood Shingles & Shays) 0 (Other) Flat Roof Arca (ft Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -98): Building Classification category (per ASCE 7 -98): MCC RAN ❑ Maintenas FIGII F PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / . 7 i / Job Address 93 7' /0. Tax Folio Legal Description /Lessee / Tenant l SS/4 /:47,UT Master Permit # 4 3 9 Owner's Address 93 7' / 0 c 2 Phone Contracting Co. 7/1-LE (0 () Cf A) /fie. Address -le /1.. /06 S'rL ,/ Qualifier )11 /C—/ b A- (,{�� J SS# OP/ - „57, -/)6. er Phone &U S . 73 egg-- State # d (O 5 J 9 0 Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address kEMik Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFIN PAVING FENCE SIGN WORK DESCRIPTION we;z 6 -- 040/9 O/ E SA( - r df /2" %LVt 000 fJO 1/C i/��%X V O SLAT w#-/re 77/.F, k CR,91.e rehuo /iOS77 L. 77L /9 D4-/6j 1/4JG Square Ft. lidLde4 .2,9A Estimated Cost (value) /b'"3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. ature of owner and/o Condo Pres Si Notary as to, My Conmmissio Expires. FEES: PERMIT er and/or Cond ,enj___ _ 1 at RADON APPROVED: Zoning Buildin Mechanical 01 Historically Designated: Yes No� Signature of Contractor or Owner - Builder otary as to Contractor or Owner -B ild My Commission Expires: tier' ., NANCY B. WEEDEN �•: ! - :,_. MY COMMISSION # CC 929580 EXPIRES: April 19, 2004 :f45d Bonded Thn, Notary Public Underwriters C.C.F. ' 6 a NOTARY -- 0 30 ,5 - - 7 6-2 0 Ins. Co. 7h101 Date Date 0 P'6 BARBARAAi.i % :- u c 'l :c j l ! I it - 1 f cog. rms a on NUMBER 1 t IU'yra Q C.C72346B 7 le j � MY COMM1SS QN EXPIRES �SC2 3141I 4 . 0 .. 4 v�/F. 21:_TTt TOTAL DUE P / J V "/ Plumbing Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) 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 it has been explained. _Mk_ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 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. \' v - 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 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) ci 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. 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 SFBC provides the option of maintaining this appearance. V 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. 1 \V 6. Overflew Scuppers (wall outlets). Its rcquired that Lainwater 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 Chapter 23 of the SFBC. 1 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' ignatur Signature Date Contractor's Signature Ft. UNIFORM ROOFING PERMIT APPLICATION PROCESS No. FieId: 1 1 i 1 nil Q fa C1 1,4t- Job Address: `T 3 V tiE /b Contractor's Name: �`'� " "�� ROOF CATEGORY ❑ ad-on Tile) . . .. ❑ (Mortar -Set Tile) * ❑ (Low Slope Application) � � . . ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal RoofslWood Shingles 8t Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re-roofing ❑ Recovering epair 0 Maintenance Flat Roof Area (fe) Sloped Roof Area (f) Total (ft) Master Permit No. Exposure category (per ASCE 7 -88): Building CIassufcation category (per ASCE 7-88 table 1): A T Deck type: ATTACHMENT Ft Fastener Type: SPACING DETAIL 1 & 2 *Includes Mortar and Adhesive Set Tile ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Perimeter. Corner. Page -1 ROOF PLAN STATE OF FLORIDA, ! . COUNTY OF DADE. ( Ss. Before me a undersigned autho geared ....... Disapproved (Signed) MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT Tear...of £..and...r:ei:oof exi� a.s1r _.rarer£ (Sign APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved Own and specifications must be kept at building during progress of the work. Owner's Name and Address €• ii S22, street..../Vs Registered Architect and /or Engineer ,,:,, ,,,•••,,,•,,,,,.,, »,•.• , -... Name and address of licensed contractor o n 2 o a in5.. t!�r�..,� ?.�:_.. °Osa� 6 g •.,�� t4. -5 • .!V�!D� Location and legal description of lot to be built on: yy � Q p 33eJ<3d Lot../ . % f Block 991 Subdivisiop4/'LY f ,4 ....1 /.i!../�_._S ' ij I / API /7 Wee • Street and Number where work is to be done ... ! A/4_./0 . a - Stato work to be done and purpose of building (by floors)..... 1 story_ reside, rigs_,_» .....»..__... »........_._...._. and for no other purpose. New Building Remodeling rtrroof Addition Repairs' 'No. of Stories 1 To be constructed of Kind of foundation Roof Covering Cement tile & 7, 000.00 asp "'and °gravi3i Estimated Total cost of improvements $ Amount of Permit S. ��O Zone cubage required plan Cubage Distance .to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor • I hereby sybmit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer of labor tinder the Florida «'orkinen's Compensation Act, being Section 5966, Compiled C r eral aws of Florida, Permanent Sup tleiuent, and has complied with the provisions thereof, and will require similar compliance from - ors or sub - contractors employe by hint in the work to be performed under this permit; and will post or cause to be posted for ns e site •f the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only $ to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks co tr to tractor a 9 /0 S7'• , a not y publi, duly autho z t‘to administer oaths ar take acknowledgments, personally ap- 1 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. - .--) of the above described construction, that he has carefully read the foregoing application, and -that he did sign the same, and that all fads therein by him stated are true.. I RI$�� PUBLIC STATE OF fl0 Permit No.. �j Read wo / r to an b _.. ^' Date J . i 1 1i ....... , C. Date ttl`aT/ Notary Pu / , State of l rida MyCommission Expires _. »._ __.._..._ »_.___ — L . U1iD, PLANNING BOARD DATE Ciminnan Mcmbcr Member Member Member .. _.....__....._..._._.... »....._ Member — Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for staking corrections or changes to this application after approval has been obtained from the 11.innir.g Board. A rc•itrspet•tion fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 19..7 7 Owner's Name and Address Mrs F. Il, ! Myrer ._. No. ..... 4 . 3 . 4....NE •s6eet102 ..._ Registered Architect and /or Engineer ..... ........... ......................._....... Name and address of licensed contractor A I) file N.....RQ 4. .. .,........ Location and legal description of lot to be built on: Lot Block Permit No Disapproved 60-)Y7 ,�. Da (Signed) MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Building In p or BUILDING INSPECTION DEPARTMENT Subdivision ..._ Street and Number where work is to be done 43i N.. E .....1-Q2__ Iii.anth . 52 .5 ... F L State work to be done and purpose of building (by floors) Repair roofing over leaks at north wall remove 2 rows of tile repair Lapp in slate roofing under tile. Replace tile. and for no other purpose. New Building Remodeling Addition Repair& X No. of Stories To be constructed of Kind of foundation Roof Covering t 11 e Estimated Total cost of improvements $ 350„00 Amount of Permit $. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to...... . ws & ...Imp.xov 4300 E 11. Aye. Hialeah, FL The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance : n all contr3etors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be po ed fo inspecti on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only •arch s bcontr » .ors, op —vrork le- 'be"�erfoTrned under this pernit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. G Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairinan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re- inspection fce of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection os faulty materials and /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. ss Permit No Disapproved (Signed) Owner's Name and Address.. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built Lot �` 1 Block 9/ Subdivision. Street and Number where work is to be done State work to be done and purpose of building (by floors) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Remarks (Signed) 7 /6 No Street //�- and for no other purpose. New Building Remodeling Addition Repairs No. of Stories.... To be constructed of Kind of foundation Roof Co ring Z Estimated Total cost of improvements $ hp p Z2 e ' I) Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the Tans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such . . ontractors, on work ( perf ed under this permit, as are licensed by Miami Shores Village. - % iI AO 41le A j og ♦ i J Date 7 - /L�' - (P - Read, Sworn to and Subscribed before me. Da Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stajesl awe true. Notary Public, State of Florida ilding nspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Aroved Date Disapproved Date NOT A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. re spection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty mat rials nd /or workmanship. • 7