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RF-08-1118
LUCILLE CLUM 1430 NE 102 ST (305)758 -7086 MIAMI FL 33138 -2622 Contractor(s) Phone Cell Phone OBENOUR ROOFING SHEET METAL 1305-757-2612 Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential Fees Due Amount CCF $2.40 Education Surcharge $0.80 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $8.25 Total: $268.45 Valuation: $ 4,000.00 Total Sq Feet: 540 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: r 14 3l() JUN 18 PAID Available Inspections: Inspection Type: Cap In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated June 18, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 18, 2008 1 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796 -2204 Fax: (306)766 -8972 Inspection Date: 07/24/2008 Inspector: Grande, Claudio Owner: CLUM, LUCILLE Job Address: 1430 102 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New hi Phone Number Parcel Number Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Buildina Department Comments Lot: (306)768 -7086 1132060240230 Phone: 306- 767 -2612 ROOFING INSTALL GAF BUILT UP SHEET ON REAR FLAT ROOF I/A(- Passed Inspector Comments G ` e" - Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 23, 2008 Page 1 of 2 16701 Southwest 117th Avenue - Miami, Florida. 33177 Phone: (305) 378 -1991 - Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN No 1371 FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 ---------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: c to to e Permit # -Q.V— d Job Address: 7- -S Roofing Contractor: a r9 V_ Type of Tile: S X S Date Installed Approximate Ro4 Height: __U, feet �e: 31-Z Type of Access to Roof Scaffolds �A Ladder Other Approximate Square Footage of Roof: 412c ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: `+ _ ---------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL -- - - - - - - - - � - - - - - - - - - - - �- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: +—I te Ct Vinayagar M. Balakrishnan V. P. E. Lie# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 �- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: +—I te Ct Vinayagar M. Balakrishnan V. P. E. Lie# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 RE: Permit # DATE: r INSPECTION AFFIDAVIT licensed as a (n) Contractor J Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: OC l 6 6 O e) Z On or about ®1 , I did personally inspect the roof deck njiling and/pr (Date & time) secondary wafter barrier work at % Lfi3 D V &- l D ;2 _ r (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that hOJshe is the contractor for the above property mentioned. Sworn to and subscribed before me this bT13= PWC S'tA78 OF FLdRWA Notary Public, Sate of Florida at Large �% CATHERINE A. DUFFIN COMMSSioN # DD403798 E+=R : MAR. 07, 2009 Vmdedlhm A.y- -t?c Brn-0%.P Co,, Tne, General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S.. to dice such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �e Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/07/2008 Inspector: Grande, Claudio Owner: CLUM, LUCILLE Job Address: 1430102 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)758 -7086 Parcel Number 1132050240230 Lot: Phone: 305 - 757 -2612 ROOFING INSTALL GAF BUILT UP SHEET ON REAR FLAT ROOF Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, July 3, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .;: Inspection Date: 06/30/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: CLUM, LUCILLE Work Classification: Roof - New Job Address: 1430 102 Street NE Miami Shores Village, FL Project: <NONE> 1 =3WIN Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Denartment Comments Phone Number (305)758 -7086 Parcel Number 1132050240230 Lot: Phone: 305 -757 -2612 ROOFING INSTALL GAF BUILT UP SHEET ON REAR FLAT ROOF � Tot Inspector Comments Passed ® ®� Failed Correction Needed ❑ Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, June 27, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village -- ------ 10050 N.E. 2nd Avenue Miami Shores, FL xoe Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06,j Inspecto 3DK=3e�.. Owner: 11430 CLUM, LUCILLE Job Address: 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Block: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Buildina Department Comments Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -7086 Parcel Number 1132050240230 Lot: Phone: 305 - 757 -2612 ROOFING INSTALL GAF BUILT UP SHEET ON REAR Infractio Passed Comments TIN CAP SPACEING False FLAT ROOF 0 `, 'LIM Inspector Comments cc Passed Failed El— Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, June 20, 2008 Page 1 of 2 BIII To LUCILLE CLUM 1430 NE 102 ST MIAMI, FL 33138 -2622 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF-6 -08 -32248 Invoice Date: June 26, 2008 Permit Number: RF-6 -08 -1118 Date Fee Name Fee Type Fee Amount 06/26/2008 Revision Fee Calculated $150.00 06/26/2008 Scanning Fee Calculated $9.00 Total Fees Due: $159.00 Thursday, June 26, 2008 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION FBC 2004 Ii B Y: _ ---- - - - - -- Permit No. Master Permit No.. ` " 112 " f f Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) w� ,s. C I ILffi Phone # Owner's Address I L� kd M f� /02 S� City ��� State Tenant/Lessee Name Zip 3 'J � Phone # Job Address (where the work is being done) N �b or, /cat _5: City Miami Shores Village County Miami -Dade Zip 3 3 UU FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name VV-A" ! Contractor's Address bc;q 19�5 a7 : o fin Phone # �i - 75 7',),& t 9 City . % CS State YC Zip Qualifier Name D&M GS U2 f Ajn Phone # J oG— 76 ?'L /l State Certificate or Registration No. CC, D/q- hL Certificate of Competency No. Architect/Engineer's Name (if a Phone# Value of Work Fo `�► ray • • Square Linear Footage • Submittal Fee $ .r• �es Permit Fee $ �`-ii �� CCF $ CO /CC Notary $ , ° Training/Education Fee $ Scanning $ Radon $ DPBR $ Technology Fee $ Zoning $ Bond $ Code Enf em � Fee $ Structural Review. $ Total Fee Now Due $JU See Reverse side —� C K 3908 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 1) 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 /1") /7 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 L&, by &u C: tQ e K&A% , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ` ''4u3608 My Commission Expires: fire itdandc 8oadieti0ti APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The fo oing instrument was acknowledged before me me this day of by , f, �LZJfN��/, who iss p liy known to me or who has produced. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: if IMRA D. COMUS51014I DD4039W- My Commission Expires: EXPIRES: APRM 03, 9009 6 ( Plans Examiner Engineer Zoning BUILDING Miami Shores Village 7M JUN swop Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: iA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) _ Owner's Address 14.40 1y,4:' !eZ City &&-ftj $11,eAti State Tenant/Lessee Name Master Permit No. Plumbing L cra ///r— d Iv ylNer ' l. Mechanical Roofing Phone # 3 &.4' . 75"T " G 6 Zip 35/5 V Phone # Job Address (where the work is being done) 14bo 1W AL City Miami Shores Village County Miami -Dade Zip bZ 2 j ?� FOLIO / PARCEL # /! ".'�oZD�S'" O44 ~ O A3 6 Is Building Historically Designated YES NO Contractor's Company Name Q� yO�•/ a/ �/ Phone # 3 O ' 7 S I -- Z G ! Z, Contractor's Address 45-9 )lE f7 Sf City t $ s State Qualifier Name L(&f T/A'O(,jZ State Certificate or Registration No. Architect/Engineer's Name (if applicable) rr Value ,' O '-k For this Permit t Type of Work: ❑Addition ❑Alteration Describe Work: 1? .9 O X: t A.--C=— --' zip-13 t 39 Phone # 30, - - i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. F' Signature Signatorp Owner or Agent The foregoing instrument was acknowledged/ before me this day of Z 6 , 20 1 L/ by �� t e fit who is personally known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: NoTaY PUB1IC.'s1kTF OF FLORA SANDRk D. HART CO SS10APRIL 0 w209 ft• Sign. Print: Contractor They foregoing instrument was acknowledged before me this day 6fi , 20 , bYca 'S Fiat cg�t� who is personally known to me or who has produced as identification and who did take ath. S"M OF FL NOTARY PUBLI Y FoH' 1). loll SAN MRA COWeUSS10 g DDgQ3808 `t EV 5: APRIL 01., 3" undift Sign: Print My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: / ("CA (1 /%1 -Y / O X Plans Examiner Engineer Zoning (Revised 02/08/06) NOTICE OF COMMENCEMENT RECORDED'R06/19/2008�13 :26 :`2 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY*? FLORIDA LAST PAGE PERMIT NO. TAX FOLIO 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: v 0 ca d Me 10 j,. ,, tKeA -x / a Re S 33 _3 2. Description of improvement: 3. Owner(s) name �a.!n�d address: Ao UCyW d . CZ & N C% l Q /� ILL l l_C�_ Interest in property: /00 �d Name and address of fee simple titleholder: s4-4�� 4. Contractor's name and address: V Yell C %i ff&0 AlN!j Sri �t f ej ��ft�C 9c W PI 16". y Vh' 9754 • M *44s 1 494* z 0--s 8. T- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: —"'"' 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, 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 date is specified) A�" &4� _ Signature of Owner / Print Owner's Name /~V4 1It� v` Sworn to and subscribed before me this day of , 2p , Notary Public AA..11& Print Notary's Name My commission expires: Es 123.01 -52 PAGE4 5107 l0 t ,iTATE OF FLORIDA, COUNTY of DACE e kE191,VcERvAy*ttWMW#301AW, e day of fioe On AD 20 0 ' I Sect. ® D.G. 11, i- tA Prepared by • �+ • • �� •. i i '. walwd s4ftled `�/' ,tine W14 Z7oaaf Cat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305.795 -2204; Fax 305. 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: C1171,0 k- 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: k 0d it %G (2141!!!3 Property Address: /,00 A19 ID ;t •�-�-. ""A i a4 I <Sr�o�+1D,S� , ; % '' Roofing Permit Number: Dear Building Official: We— f y Aq certify that I am not required to retrofit the roof to wall -onnections of my building because: D The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ittach proof of ad valorem taxation. I itThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or h the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)Q� HUC61 . ►1111 Signature State of Florida ,ounty of Dade 9 - ®L4 -7E' I L�', Print Name Fhe undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above )roperty mentioned. Sworn to and subscribed before me this _�_ day of cf dotary Public, Sate of Florida at Large U830B 024 WOO When the lust valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.000.00, and the building w"ass noott constn Okla.i �BC; nor _i 19941 SF6C. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. .im lowMIAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (3015) 375 -21301 FAX (3W)375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFOhCRMENT SECTION (305) 375 -2366 FAX (305) 375 -MS PRODUCT CONTROL DIVISION (305) 375 -2902 _ FAX (305) 372 -6338 MEMO TO: All Building Officials in Miami -Dade County FROM: Wrininio F. Gonzilez, P.E., M.S., Director Building Code Compliance Office DATE: March 21st, 2048 SUBJECT: Hurricane Mitigation Retrofits Amended Rule As a result of a rule challenge filed by an industry association, Rule 9B -0475 an Hurricane Mitigation Retrofits for Existing Site -Built Family Residential Structures has been modified. The amended rule is attached far your information. The amended rule was filed on March 17`h, 2008 and will have an effective date of April 6`1, 2008. Consequently, any permits applied for on or after April 6, 2008 must comply with the provisions of the amended rule. Should you have any questions, please contact Mr. Kenneth Everett at (305) 375 -3450. HFG.MG Attachment: Modified Role 9B -0475 t:lCode ComplianceW. ODCOtvf PLWUNICIP,R1INr- OMtINMi.I.Mt iNl('kOO91321 1]urricwe Mitignticm Reuarit Amended Rulc.doc 2. Roof- to- ),tali ,Q2pMtjons shall not bj:. rcqMjrq-d u_alqLs.gy#ju'on and ingtallAijon of gMnqqfiNs at, g4bLe rAns or all qpmm can be complqed for 15% of the cost of roof aRlacomat, 201.3j Accm- fgr gjtrqjHAU,P ."f to Wall Connections, Then rovi i ns e M iawndgd w limitthe- mm for gaining —acces§ to the struqw-al elements of the roof and w The retrofit of roof to wall A forth mugses of retrofting the connection. coung &V§ be q!gd_e by ac cess ftoug h - the wr e q upila r the caye , fro abo ve �hwqgh ,- q c4p — the roof, or from the interior 9f the, h Qym _s ve access include rom6val of , Methg�d for a bo roof awAl or sections thereof or remon! of P011ons of, ro-o- f pa nelirm jg selected locations lame enough for access, viewing, and, installing the retrofit connectors- and fasters: Where Rang —Von shall _r sect'. AM LqLnoycd, the removed ion. I I not be reused. New pMlinjA s construction. .,W he used and fastened as in new consLrL 201 . is inaccessible, if the R913k1of 1110 MR Ih4 A Oarvw is &=qd,in contlaaw with Im muiremals. tho iwsg m,'-bLe RMLO-n- of ft- Mp -,jhgj to c -1 be oMply with these Mw-rorne--M. . piesum -- - 201,344 Prescriptive method for gable roofs on a wood frame wall. Suffident eave I!wasarQ 4em theeemw, along the exte4of wtd 1 en eaeh sitle e F eaeh gable end. The anchorage of each of the exposed rafters or truss within 6 tl of �he kamiRg membeng as measr -fiem the corner along. the exterior wall on each side of each gable end shall be inspected. Wherever a strap is missing or an existing strap has fewer than four fasteners on each end, approved straps, tics or right angle gusset brackets with a minimum uplift capacity of 500 tbs shall be installed that connect each rafter or truss to the top plite below. Adding fasteners to existing straps shall be allowed in lieu of adding a new strap provided the strap is manufactured to accommodate at least 4 fasteners at each end. Wherever access makes it possible (without damage of the wall or soffit finishes). both top plate members shall be connected to the stud below using a stud to plate connector with a minimum uplift capacity of 500 tbs. 201.3.0 Prescriptive method for gable roofs on a masonry wall. tfftIMtj-5 M""t'Ov's VXWw4y& uX --l- - - . ..... t' faeasured-r— +U- -iof wa4l en eaeb side of eaeh pble e . The eemef, etleng the emer anchorage of each of the exposed rafters or truss within 6 ft gfahwe fr-affling Membefs as fReas"M -P--m the comer &a& tLg exterior wall on each side of each gglc end shall be inspected,... Wherever a strap is missing or an existing strap has fewer than four fasteners o1j,jeach et 1, approved straps, ties or right angle gusset brackets with a minimum uplift capacity of 500 tbs shall be installed that connect each rafter or truss to the top plate below or directly to the masonry wall using approved masonry screws that will provide at least a 2-1/2 embedment into the concrete or masonry. When the straps or right angle gusset brackets are attached to a wood sill plate. the sill plate shall be anchored to the concrete masonry wall below. This anchorage shall be accomplished by installing 1/4-inch Page 4 of 16 Property Information Report Summary Details: Folio No.: 11-3205-024-5230 Property: 1430 NE 102 ST Mailing Address: LUCILLE CLUM Floors: 1430 NE 102 ST MIAMI FL Living Units: 33138 -2622 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY BedsBaths: 3/2 Floors: 1 Living Units: 1 Adi Sq Footage: 2,528 Lot Size: 11,020 SQ FT Year Built: 1956 Legal Description: MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 6 BLK 3 LOT SIZE IRREGULAR OR 9824 -2289 Sale Information: Sale O /R: 098242289 Sale Date: 10/1977 1$87,500 Sale Amount: $389,008 Assessment Information: Year: 2007 2006 Land Value: $389,008 $389,008 Building Value: $328,806 $238,632 Market Value: $717,814 $627,640 Assessed Value: $212,225 $207,049 Homestead Exemption: $25,000 $25,000 Widow Exem to ion: $500 $500 Total Exemptions: $25,500 $25,500 Taxable Value: $186,725 $181,549 [Close window] [Click here to Print] This report was created on 6/17/2008 9:16:58 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome/proptext _print.asp ?folio= 1132050240230 &cmd = 6/18/2008 PERMIT Miami "74 SU8JECr 70 COMPUA xK WiT" ^ L STATE AND COUNTY RULES AND RV �� R ROOF ASSEMBLIES AND ROO a SJ TLES 0 V- SECTION 1525 CANE ZONES UNIFORM PERMIT APPLICATION la Building Coda Edition 2004 Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE •••• E THE NECESSARY SECTIONS OF UNIFORM ROOFING PERMIT• ,,,`�ITY ATION FORM AND ATTACH THE • •• • • I DOCUMENTS AS NOTED BELOW: ••" ` .. Roof System Required Sections of the Permit Application Form Attachments See List Bel`'`` • Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. 2e6sign Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 00 0 FLORIDA BUILDING CODE — BUILDING 15,31 s • • • • • • •V••• • • 0000•• •000• 0*0:*o 0 0 a 0 0 • • • 0000•• •***•• • • 0000 •• • 0:**•• • • 0••• •• 0 •••• • • ••0• • • • *• • OT SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement-between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 4 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration.v�?tii'. respect to workmanship provisions. Aesthetic issues such as color or ar;birt aural appearance, that are not part of a zoning code, should be addressed as part caffthe arae•m�nt 4f:, betwe n the owner and the contractor. 000060 0 0000 2. Renailing wood decks: When replacing roofing, the exi%ti4*g�yjood figgf dgck may have to be renailed in accordance with the current provisions of Se4CtoeR4403. roof de k is usually concealed prior to removing the existing roof syst;•ttiii•� • 0000 3. Common roofs: Common roofs are those which have no vj�ibl@ delin Vatlon between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with. • 0 common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units roofing to be performed. 4. Exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acce ble. The provides the option of maintaining the appearance. S. 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 systeyq is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that th roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sectigns R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural 4oawqthrOugh the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be eficial to conside dditional vent'ng which can result in extending the service life of oof. 0.00.0 ...... .0000. . 0000. 00.00 0000.. . 0000.. . . 0000.. . (0// -//® 7 Owner /Agent's Signature 1D at ontractor Signature Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address M Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General Information) Process No. ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE aeroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF Section B (Roof Plana Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.92 FLORIDA BUILDING CODE — BUILDING 0000 • 0000 ••.••• •• • 0000 0 00000• • • 0• • • 0 000000 • 0000.• • • • 0000 •0000• ❑ Mortar /Adhesivefiel Tile :" "' 0000. 0000• ❑ Wood Shingie~es • • •. 0000.. •09.00 • 0000 • 0000•. • • 0000 • • 004,00 • 0000.. 00 • 0 0 0 0 • •• • ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF Section B (Roof Plana Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.92 FLORIDA BUILDING CODE — BUILDING HIGH-VELOCITY HURRICANE ZONES florf-da biffIdIng CodaZ410on idot Fastener SpachW for-Andhoriftso Sheet Aachment and idenuly wtuoufa triter tt to:; - 0.5-401 -.0S_ DepignWhd Prestum., oftam: _924 pafoa I M04:.j QC1.01 Lap'-#ROW. 11 --op PeAmeter .-Mg-Lag.v ROW* _i@ $q* Comer: 6 0 4�. 0 NuMbervf FO -ParMUdMon 0 :*Soo 0000 0 1�10*.ikt'd 0 0 :000:0 477 goes 0 00004 • Fidid- Piiftn r arrwr_ 00 b000: 0 . flcable- ...... ..... :0000 W-0646tockAbg butt E4.e . %nninatifoAtf, 0 SM mat, Voing% �Trf4, .AM'hodE ase4had f ast�erfflbndlno. MOW�1:, fnsulaillon Base Layer. Bazei*.isulagon FaMjanetA36ndIhg WtWIA. Top - mt, A, Top -.1 rwulWi art Fatten tw-18 o n d I n g ' Me 814P, a4se Risiffoo, `Counter- FlashM, do , I qq 66, J."dicoft Moan Kadf fl-d^. R4rapet::Helght, .14eigbt of Ogse Flashing,. Compqoent material, M.-qer!61 Thickness, Pa.ste.ner Typq-i Fastener- that w '.RA heift NS IlTtmd 0 r 6. FT It I . " h eW, M Paw T * " , , i PjV-'8hmtW 4,Ndizef g, Hight -alp oil . 3- 1•4C 3fr. 6 3 ,6- /,/ y � I _rj_?11 82.6 ,8.7l" 72.20 5.03 17 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 MI� ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE GAF Material Corporation 1361 Alps Road Wayne- NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADB FLAGLAR BU%MG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ' e • • • •000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construCtibhmaterials. • The documentation submitted has been reviewed by the BCCO and accepted by Building Cam, W d'rodutt ..: 0 Review Committee to be used in Miami Dade County and other areas where al owokl. by the Authonj)+ aving0.. • jurisdiction (AHJ). e e • .. • This NOA shall not be valid after the expiration date stated blow. wect ConlmL and/or the AHJ (in areas other than ty) r�seryathe righ�to • Division (In Miami Dade County) « have this product or material tested for quality assurance purposes. ff the =� fa1�s lc� • , 0, A36 joy ir4raedil' the accepted matmer, the manufacturer will incur the expense of such tfry1l revoke, modify, or suspend the use of such product or material within thetr J� res+siwes the right to revoke this acceptance, if it is determined by Miami Dade County Product'C,00 ion that this product or material fails to meet the requirements of the applicable building code. approved as described herein, and has been designed to comply wi:tl Velocity Hurricane This product is appro Zone of the Florida Building Code. DESCR"ON: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent &bel with the manufactu�r' t� city, state and following statement: "Miami -Dade County Product Control Approved". uric ���a.# herein. EWAL of this NOA shall b considered after a renewal application �` „b no change in the applicable building code negatively affecting the performan+a+s �''IATION of this NOA will occur after the expiration date or if �, b a W idOn or change in the :vials, use, and/or manufacture of the product or process. Misuse of t -#! a'b,lbrsement of any ” for sales, advertising or any other purposes shall automatically NOA. Failure to comply t�:atty section of this NOA shall be cause for termination and removal o v TI;�IEJHENT: The NOA number preceded by the words MiamiDtlda County, Florida, and followed by ,;+�iOA is displayed, then it shall iration date may be displayed in advertising literature. if any ports of ft , in its entirety. bN: A copy of this entire NOA shall be provided to the user by. &,6 MOU&Mter or its distributors .:available for inspection at the job site at the request of the Buildhsg official• } yFJ NOA 4#02- 0408.09 and consists of pages 1 through 21. eentation was reviewed by Frank Zuloaga, RRC r .a NOA Na: 03. 0501.05 Expiration Date: 11/04/08 �f Approval Date :10/23/03 Page 1 of 71 0000• •000• •0ee•• 0000•. • • K'. k ROOFING SYSTEM APPROVAL ACA Lk-"—r-v: - Roofing Sub -Cat_ orv_ BUR Deck Wood M1A==Desien Pressure -75 psf Fire Claseificatton: See General Limitation #1 0000 . . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APl'Ll kff 0 0 0 0 TABLE 1 000000 ' ' .. 000000 . ��.} Test Product• ... 0 0 0 0 0.0 Product Dimensions Test fi� • • • 00.00. 000 0 0 . . . GAF Asphalt Concrete 5,55 gallons ASTM D 41 Asphalt concrete primer • �•�,�io mote 0' Primer (MatrixTu 307 § Wi;o i . adhesion of asphalt in bunt up roofing. Primer) . 0000 GAF Mineral Shield® 6011). bags ASTM D 1863 Granules for surfacing of apposed asphak, . Granules cold process cement or emulsion. GAS • - - Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. Emulsion (MatrixTm Fibered 305 Emulsion) ` GAF Premium Fibered 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Aluminum Roof Coating. (MatrixTu System Pro Aluminum Roof Coating FberW 301) GAF Jetblack All 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Weather Plastic Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to (MatrixTu Standard wet and dry surfaces. WeUDry Roof Cement 204) RUBEROM@ Modified 5 gallons � ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement Jetblack Premium 5 gallons ASTM D 4586 Asphalt flashing Cement. Flashing Cement GAFGLASO #75 39.3T'(1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. GAFGLAS #80 Ultima 39.3T'(1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass Base Sheet wide base sheet GAFGLAS Flex Plyrm 6 39.3T' (1 meter), ASTM D 2178 Type VI asphalt impregnated glass felt with wide asphalt coating. Aft- NOA No: 03. 0501.05 --Am Expiration Date: 11/ WOW Approval Daft: 10t23/03 Page 2 of 21 .0000. 000000 0000.. 0000. 0000. 0000.. 0000.. 0000.. �-�.- Deck Type 1: Wool, Non - insulated Deck Description: 1913," or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. Ali General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENTO Eliminator PerfctrliW . 'Mailable, RUBEROID Modified Base Sheet, RUBEROID® $0, RWEROIb• SBS Heat WeldTM Smooth or RUBEROID SBS Heat -Weld 2A j sheet • , , : • ; mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 40, GAFGLAS Flex PlyTM 6, GAFGLAS #j5 ��Se Sheit bf ` - any of above Base sheets attached to deck with approved anwAn riag shanL . nails and tin caps at a fastener spacing of 9" o.c. at the lap stagged and in tw©: rows 12" o.c. in the field. • • • • • • • (Maximum Design Pressure -45 psf, See General Lmu( Wn #7) • • • • • . GAFGLASO Ply 40, GAFGLAS Flex PlyTU 6, GAFGLAS 47541ase Sheep or any of above Base sheets attached to deck with Drill Tec (GAYMIE) #12 P* • ; • #14 Screws and 3" Plates, l2" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Mmi ndon #7) GAFGLAS Flex P1yTM 6, GAFGLAS #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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Imitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFIM) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tec (GAFME) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Uinka ion #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFrM) #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. (Maximum Design Pressure -75 psf, See General Limitation 07) Ply Sheet: One or more plies of GAFGLASO PLY 40, GAFGLASO PLY 60 ply sheet, #80 Uldma, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 IbsJsq. Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. a NOA No: 03- 0501.05 ffm Expiration Date:11/04l08 No Approval Date:10/23/03 Page 18 of 21 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gaUsq.; or GAF Premium-Fberod Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbs. /sq., respectively. • • • • 3 Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat, MA Plus "" • • • • • ; • (Matrix 715 MB Coating), GAF WeatherCote or Weathe4. Lbw -Vn: `• '. 0000 .. applied at rate of 1 -1.5 gal/sq. ,,,;•, Maximum Design :0066: .,, . Pressure: See Fastening Above ' 0 6 0 0' 0 • • • • • ..... • 6 0000.. 666 . . 000 0. .. .. 66 666666 0000.. 6 . • 0000 . 0000.. 0000 00 . . 006060 00 0 NOA No: 03 -0501.05 Expiration Date: 11104/08 Approval Date:10t23/03 Page 19 of 21 WOOD DECK SYSTEM UwTATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W' Dens Deck or Va Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 6666 Fire classification is'Aot part of this acceptance, refer to a current Approved Roofia�g Mat' U • Directory for fire ratings of this product. 0* 0 *fee 2. Insulation may be installed in multiple layers. The first layer shall be attached in ebtVHance with • Product Control Approval guidelines. All other layers shall be adhered in a full m8offirof • approved asphalt applied within the EVT range and at a rate of 20AO lbsJsq., or me �banically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When aPl^d• in approve :* asphalt, panel size shall be 4'x 4' maximum. 6 6 0 0 0 6 6 4. An overlay and/or recovery board insulation panel is required on all applications over* closes cell foam insulations when the base sheet is fully mopped. If no recovery board is *edOQ� bas$ • shall be applied using spot mopping with approved asphalt, 12" diameter circles,•24" b.c.; or0stdt- mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design preswe of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of '- 275 lbf., as tested in compliance with Testing Application Standard. TAS 105. If the fastener value, as field- tested, are blow 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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 limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When thisFimitation 4s specifically referred within this NOA, General Limitation #7 will not be hpplicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida. Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04108 Approval Date:10/23/03 Page 21 of 21 6666.. 6666.. 6666.. 6666. 6666. 66.00. 0 600000 606.00 6 6 TGFU.R1306 - Roofing Systems Q uncle fS P Laboaftda lot., Page Bottom Guide. Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems 0000.. 0000•• •00• • • 0000 0000•• 0000 0000•• • o • • •• • Page 1 of 55 0000 0000 0000•• • "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® 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. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be-mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation Inay be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Lnsulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT httt): // database. ul. com /cei- bin/XYV /temnlate/LISF,XT /1 FRAME /shownaee.html ?name =TG... 10/22/04 00000 •0000• • s••••• s 0000•• ,TGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) 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 "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . 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 ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted foe M. asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailetl•ba;C ply -*Oj� • following systems. • .. • • Bottom ply or base sheet maybe solid mopped, spot mopped or mechanically fastened' "• �...:. • .... . ..... Unless otherwise indicated, all insulations may beot mopped or mechanically fastene`d:• ` '.: ...., • "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A B or C sygt ink • `: 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. - �'`` "�f 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 gXpsurn 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. "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the Forlowing NC Classifications. Class A, B and C http: / /database.ul. cam /cgi- bin/XYV /template/I.ISEXT /1 FRAME /showDaee.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Class A Incline: 3 Insulation (Optional)t One or more layers perlite, wood fiber, glass fiber, i$egyanurata,•• urethane, perlite /isocyanurate composite, perlite /urethane composite, wood •Mer/locywMft 00 0 composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". hot • mopped. •0000• • • • • Gravel. 0.00•• ••• • Surfacing: — 0 • •• •0 0• 2. Deck: C -15/32 Incline: 2 0 ••0• •• 0 . •• 0 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyan*W, • urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "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 GI "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 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • • Mtn• / /AatnhaaP »1 rnm /rai-hin/XVV /tPmnlate/T TCFXT /1 FR A W /.ghnwnauP.btm1 ?name= T(T... 10/22/04 Maws PROPERTY INSURANCE CORPORATION, WIND ONLY P( }LICY C,C *76 Ccttprn•ate Center PArktuny- JarksonvilIc. I106da 32216-1973 IM511RED DAME AND ADDRESS CLUN, LUCILLE "` °••• "" THIS IS A 14 ?J4 NE 102ND ST DWELLING +t2,'MI SHORES, EL 33138 -2622 POL�.CY TERM 19/29/2007 To 12/29/2008 AT 12:01 A.M. (EST) CITIZEN5 POLICY N0. INCEPTI DA E iliATI4 DATE ' 412 010 1'hi;s is ycaur Policy Ueclaratit�n Pale •This is ritft a Iiil! - I)U NOT PAY Iteic � At+OM7 OF -INSMANCIC 3+ iigitig Gdntents 1 258,000 108,500 Xind- Tekritas. Premium $5,160 (2$) /sso0 T -23 2,805 I ONE STORY MASONRY 1 UNIT DWELLING LOC: 1430 NE 102ND ST MIAMI SHORES, DADE PL 33138 -2622 One story, Masonry roofswalilcannection�fToeuNails and year Equivalent, Roof Deck Homestead Property ar Built Verified: No -1960 If the above characteristics do not accurately describe your dwelling, contact your agent. Ilurricanc Premium Non- Htttricane Premium Tax Exempt Setrcharge 200.5 Citizens Emergency Assessment 2005 Market Equalization Surcharge >ject 10 karm Notal: Mortgagee /Lose payee: pg-- 4 ROBERT L MILLIGAN 3854 11098 BISCAYNE BLVD, 9102 MIAMI, FL 33Y1-74_;E (305) 89.9 -9424 CIT -W03 0!4 07 38543` Team 3 t $2, '754 2005 Florida 1lurrlcanc Catastmpire Fund l~mergency Asre�stncnl $51 C.atastr�p9ie Reinsurance Surcharge $28 $49 $421 $39 $58 t 05 C Iv? 01 94 10 05 INSURED i bate.12 /20 /2007 },.�J.j�,.�, ii F;.:I,A ?i�Tt)p)! - tM1tcl,roc•.. .....__. ROOF ASSEMBLIES AND ROOFFOP STRUCTURES ' M- C SECTION 1 s2s o isl HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT AP .1 5 Florida Building Code Edition 2004 �/� ,�~� High-Velocity ��(;- ------ - - - ° -_ 9 octty Hurricane -Zone Uniform Permft Application Form. k a� M INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF •;; THE UNIFORM ROOFING PERMIT • f •; APPLICATION FORM AND ATTACH THE • � • • • � ". REQUIRED DOCUMENTS AS NOTED BELOW •,a ' .. Roof System Required Sections of the Attachment , psi ...... Permit Application Form See LI . • • � Low Slope Application ABC 0 000 Prescriptive BUR -RAS 150 A,B,C 4,5,8,7 '' ' • • Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 A,B,DYE 1,2,3,4,5,6,7 A,B,D 1,2,3,4,5,6,7 A,B,D 1,2,4,5,8,7 As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: a � 2. From Product Approval: o Front Page Specific System Description .. - Specific System Limitations General Umitations -' Applicable Detail Drawings + 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 o / 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofinjonly.) 7. Any Required Roof ing/Calculation Documentation rM L w LU M z CL 2 ® M FLORIDA BUILDING CODE — BUILDING 15M N 0 en Ir z D O v 0 z Uj �c co � �Y 1. F Fire Directory Listing Page > > rM L w LU M z CL 2 ® M FLORIDA BUILDING CODE — BUILDING 15M N 0 en Ir z D O v 0 z Uj �c co L w LU M z CL 2 ® M FLORIDA BUILDING CODE — BUILDING 15M N 0 en Ir z D O v 0 z Uj �c co bOOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Informati_on)n) Master Permit No. 'k'F An %R it i jQ Process No. Contractor's Name Job Address I.A 30 AJ ,V ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal PaneUShIngles Shingles ❑ Prescriptive BUR -RAS ISO ROOF TYPE ❑ New Roof "eroofing ❑ Recovering ROOFSYSTEM INFORMATION 0000 • • • �,�,,,' 0000.. .. Jm. Mo rtadbesive set Tpe ❑ Wood 'SrjQQI1 lSh4cA136. • 0000.. • .0• .. .. .• • 0000.. 0000 ❑ Re* epair {�� Malnten• • .• • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total S 3s' /o ( F) �Slo section B Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, ra Include dimensions of sections and levels, clearly identify dimensins e1e at p esusPu nom, °and ikon of el parapets. Z 15.32 FLORIDA BUILDING CODE -- BUILDING • 0000.. 0000.. 0000 0000. 0000.. •••..• • • •..•.• ROOF ASSMBLIES AND Rowrop STRUCTURES I Florida Buildin.9, Code Edition 2004 High- Velocity Hurricane zone Uniform Permit Application Form. Sects (gip mapfft Roof —symm) Roof Si Notice of Acceptance f .Jumber: 9 a Minimum Design Wind Pressures, If Applicable (From RAS 127- or Calculations : *so* P2: Maximum Deslan Pressure (From the toot Approval Specific System): Deck Type: LAr—&.4 FA 3 Slope: Type Underfayment: 121 Insulation: Fire Barrier: Ridge Ve ilation? Fastener Type & Spacing: do Adhesive Type: 1 Type Cap Sheet: I Mean Roo�feight: j —4 i_ --- I *0:00: 0 00 ...... • 0 Roof Covering: T ype & Size Drip 100 a- Ed ge ot . 0 1*0 -Doe*, *0 04 • 0 15.34 FLORIDA BUILDING CODE — BUILDING ..... 0 ago*** ...... g(-( 'Ova- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (TileIQ ula i n For Molwill iwsaJ tilt cheat-: either Mechvxl I nr 2 Cantparc the %aloes tut ki, %vith the values tram h1v If the A•Ir vuiucs are greater than or eytud w the M11r valuca. lire aaeh area ul the nail. Ihcn tta: ale :11weli tent nl: tlrul t, aceeputble. M1lydunl 1 "h- lonta•nr 11awd'I Ile f'.dculaoon, per RAS 127" p . -140.�I 12 ,. 3(• r'- - - -; .a�_- .__�.. _ t Mu: �.. 7%I, 7.01 q r . -- � R•,atuct Appntval Mr X'k Z !_- 1rG.__ _ -• ' M1Ic: �.3i� - n1, /iQ, l rf product Approval Mt X81 • • tl,t. p4•z x,. ,�`i_ = 3.L•�, M1ig :l �3�': �I �t ••• .... Pn slue% Appmaal hit • • • • • • • • • • 0000•• •• • Mrthtat : "Suupihied l ih: t.•aicul.,uun, Per Tahlc Urlow" 000000 • (Icqutmd Mnnwnt ul Resm;tn v ih3n from Table i elua Pnalttct iplumai M1I 0000 • • • Mr required Moment Resistance* ----.. 0 . 0 0 . 0 Mean Roof Height -> Roof Slope 18' 20' 26 PI or P3 or P3 • • • • �. 0000•• 2:12 34.4 38.8 38.2 39.7 • • 42.2 3:12 32.2 34.4 35.0 37.4 • g 4.12 30.4 32.2 33.8 36.1 • • 37.3 • 8:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 28.4 30.5 32.4 7:12 24.4 25.9 2T.1 28,2 30,0 'Must be uwd in conjctriction with u list of ntunlrnt bawd lilt. s}stcnts cndutsc:d h% tlw Rn,%,ard Cotmty Rourd of Roles and Appads. For 4'ptitl n +tuM rile systrtm uw Mcth,xi z. Compturd tin: %attics for F' with the ; ulu, s for Fr. If the F' %alues arc preater than orcqua) to the Fr values. lirr each area tit the roof, then the tilt autwhntrnt nwth,xl is crrptuhlc. hlctiatJ i ••Mnah:ut 13ased Tilc Calculativai per RAS 137" oIII: x I. e, _ w: - ! W: cos 0 ` Fri Pnxluct Aplmmil F fP2: x L �. _ -_ _.. x w•: 1 w: _�._.. '• ear U ProdwA Approsui I" 4_ t P•t: x L -- _ x w: > o - w: , ., , n Where to Obtain Information Description S mbol Where to find Mmgn Pressure PI or P3 or P3 RAS 127'ral,tc i or M• an engnhrnng unnlvsis prepinial b) PR bawd on ASCU 7 Mcun Rwrf Height l I Job Site Rtx>t Slope ft Jnb Siw Aerthlynutmc Multiphcr d Product Approval R.sumng M11nnunt Jtw u, Grusny Mg Paxluct Approval Attachuwat Reststcutcc Alt Product Apptaval Required Mnnwnt Re %wane M, Calculated Minununi Auachnwnt Resistance l' Pnaiuct Appm%al Raluired L'plilt Rc,isiatne Fr Cal Muted A%crage Tile Weighs w• Product Approval '1110 liinwnsions = 1. length W =width PntJurt Appru%ul Ali trilculalinns mutt be suhnmtc d to the building atyiciul ut tin• time of pcnnit upptirutian. • • •• •• • ••• • 0000 • • • • • BUILDING CODE �- BUILDING 16.33 • • 0000 • 0000 • 0000 • • • 0000 • 0000 • a U2 L:'• 1JuI 1•35wIT i t? r: is MIAMI A !1 FUILDINO CODE COMPLIANCE; OFFICE MCCO) ' PRODUCT CON'T'ROL DIVISION NOTICE OF ACCEPTANCE (VOA) _.. Clay Forever, LLC 6801 NW 77`a Avenue Miami, FL 33166 VU• *11 ! MIAMI•DAM COUNTY, FLGRITMA JAMO- DADIEFLAGLER BUILDING 140 WEST lE<LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 315 -290& •e • •ee• 0.0.00 •• • SCOPE: ...'.• . This NOA is being issued under the applicable rules and regula r Ins governing the use of c on' MOCAiOn W('- lals. The documentation submitted has been reviewed by Miami -Dale County Product Control Oiy1sltan and acaeptad by the Board of Rules and Appeals (BORA) to be used in War ii :)ade County and other arrears vytere, all �w c�bY tl:e Authority Having Jurisdiction (AM), • e • • • • • •••e•• This NOA shall not bt:'valid after the expiration date stated iel aw. The Iviiami•pade �aul�ty Product 0 (0orttrol Diviaion (In Miami Dade County) and/or the H.t A (in areas olM 5t 1an l Iiami Dade Cotxity) reserve t •123kt to have this product or material tested for quality assurance purposes If this product or M8710 ai Ills to pWal*m in the accepted manner. the manufacturer will incur the expenge of such testing and the AHJ may iinW�.ia'tely revoke, modify, or suspend to use of such product or materialiwith:n their jurisdiction. BOKk reserve-3 the right to revoke this acceptance.. if it is determined by Miami -Dade Corctity 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 desiinc:d 13 comply with the Florida Building Code including the High Velocity Hurricane Zone of the Morids Buil 'ng r ide. DESCRIMON: Altusa "S" Clay hoof Tile LABELING: Each unit shall bear a permanent label with the Tow tu facturer's name or logo, city, state and following statement: "Warm -Dade County Product Control AP rr -ed', unless otherwise. noted herein. RENEWAL of this NOA shall be considered after a renewal a ptication has been filed and there has been no change in the'applicable building code negatively affecting the etfonnance of this product. TI: MINATION of this NOA will occur after the expiration Ott, or if there has beers a revision or change in the materials, use, and/or manufacture of the product or process. Mlisu- a of this NOA we an oadorsement Of any product, for sales, advertising or any other purposes shall autorrit:..atly terr.-inate this NOA. Failare to comply with any section of this INrUA shall be cause for termination aridike- rinval of iv'OA. ADVERTISEMENT- The NOh number preceded by the words mianu -Dade County, Florida, and followed by the expiration date may ue displayed in advertising :iterature. It: any portion of the NOA is displayed, then it shall be done in its entirety. +' INSPECTION: A copy of this entire NOA shall ba proyidtd tcgth s user by the manufacturer or its distributors and shall be available for inspection at the job site. at the requesttiat the Building Official. This renews NOA #06- 0706.09 and consists of pages i through �+ The submitted documentation was reviewed by Alex Tigera. '^-t oovo )no Ono 31111 NOA No.' 07-0915-OS F--xpiration Date: 12/16/12 l Approval Data: Page 1 of 7 • • 0000•• • 00.00 00.00 0000•• • • .0000. innu kyquymI mj Iaaw s9: ez 84UZ- 70 -8a,5 l j.C. t'j. LIP.! It; , P, '41 ROOFING ASSEI+r IL'I APPROVAL Categor y: hoofing Sub - Category: hoofing Tiles Material: Clay 1. 2. SCOPE 1 T;h,s renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufacturegialb1% AVateria Dtl Turhi.-j, S.A. (ALTUSA) in Vene=141. and desciibed in Section 2 ofet5ja Noticetst• Acceptance. For locations where the press nre requl�ment% as determined by appTicAble Bu;dW . Cr,d.r Wog not exee.e4 the des' pressure v.ilves obtained by calculations in cor�twC''v :p with AAS ` 07 using the values listed iNection 4 herain• The attachment calculations spgIjpa don 00s • . . • mcrrlrnt based system. is • • • • • • • • 9.6 • PRODUCT DESCRXPTION � • • • • • Manufat Lured lti Test i. Product • % ***a A licant Mmensions Specifications I D � *00000 Altusa Oae Yi °ce 'S' L = 18 1/4" TAS I12 Vgtj`p.Tofi1e clay roof tile. For direct decokeTilt W = 10.5" tten nail -on, mortar set or adhesive, set AV thick nominal applications with minimal beadlap of 2 - W The C~onter for Applied Engineering, Inc Celotex Corporation Testtnt, 7,n'd Me L88 90S Project No. 307,025 Test #MIX-T3 MTS 520649 �rLccessory tram, clay roof pieces for 11se at 'hips, rakes, ridges and valley terminations. ( ianufactured for each tile profile. T le clip . Shaped the clip i. i jut Name/Report Hate i. ASTM C 1167 06128/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (M,ortar Sot) I` Static Cplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain TAS 100 Oct. 1954 TAS 102W May 2000 NOA No.: 07.0919.M Expiration Date: 12/M12 Approval Date: Page 2 of 7 311L 4008 NVERY iHH110W 00:00 8c0Z- 9G-83d 3.2.5" high Trim. viaces Length: varies TAS 112 Widtb. varies varying thickness Clip L = 6" TAS 114 D = +0.125" clip &h = 2" TAS 114 W =V2. 0.05" thick 2.1 SUBMITTED .+?'VIri)•:NCE: Test �e»cv . Test Iden Ut MA Consultants, Inc. 2397-1,5 The Center for App:ied 94-055 Engineering, Inc. The Center for Applied 94-094 Engineering, Inc. The Center for Applied 25 -72t 0 -I Engineering, ine. The C~onter for Applied Engineering, Inc Celotex Corporation Testtnt, 7,n'd Me L88 90S Project No. 307,025 Test #MIX-T3 MTS 520649 �rLccessory tram, clay roof pieces for 11se at 'hips, rakes, ridges and valley terminations. ( ianufactured for each tile profile. T le clip . Shaped the clip i. i jut Name/Report Hate i. ASTM C 1167 06128/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (M,ortar Sot) I` Static Cplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain TAS 100 Oct. 1954 TAS 102W May 2000 NOA No.: 07.0919.M Expiration Date: 12/M12 Approval Date: Page 2 of 7 311L 4008 NVERY iHH110W 00:00 8c0Z- 9G-83d !V, "'j C:9! It A& epcv PRI Asphalt Technology, Inc Redland Technolooies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walku Engineering, Inc. WaIrer Eneneering, Inc. Walker Engineering, h1a. Walker Engineering, Inc. 3. LIMITATIONS 3.1 3.2 3.3 3.4 3.5 3.6 3.7 Test Identifier CLF- 003 -02 -0 7;.51 -03; Appendix M 7161 -03 Appendix IT Letter Dated Aug. 1, 1994 ?0631. -01 P0402 Calculations Evaluation Calculati:�ns Evaluation Calculations Evaluation Calculations Evaluation Calculations Test NaMt'.�et _rt to TAS 102 Octoit-r 2001 TAS 102 Dec. 14,41 ;`. Wind Tunnel Testing Dec. 1991 TAS 309 (Vail -Lin) : Wind Tunnel Testing Aug. 1994.00 • TAS 108 (Nail -On) .'. • • • • ;. i; Wind Tunnel Testing .. 0 0000 O...Yuly 1M.' ; j TAS 103 (Mortar Set) ... :.. !. Withdrawal Resistance •0..jv'pt. 190 . 00 Vesting of screw vs. smooth..... 000 shank nails �. •• •0 •• Aerodynamic Multiplier 0000.. 0 ; Virch 1G99 .. 25 -7183 N13rch lq�s0. 25 -7094 .. 0 .. 0 February i996.' 25 -7496 25 -7584 2 5- 7804b -8 2.5.7804 -4 & S ?5- 7848 -6 April 1996 December 1996 Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a,, f eld uplift test shall be perfomaed in accordance with RAS 106. i Applicant shall rewn the services of a Miami jade Cot:nty Certified Laboratory to perfoaiu quarterly test in accordance with TAS 112, app radix A.'. Such testing shall be submitted to the Building Cede Compliance Office for review. Minimum underlayment shall be in cornplianc� with the -applicable Roofing Applications Standards listed section 4.1 herein. 30190110E mopped underlayment applications m be installed perMendicular to tlae roof slope unless stated otherwise by the underlayment aY atieriai manufacturers published literatam%, This acceptance is for wood deck applicatio :af M:mimunz deck requirements shall be in `' compliance with applicable building code. May be installed on slopes 7:12 and greater. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. ...0.. 4. I1LrSTALLATION is 4.1 'A.ltusa One piece S' Clay Roof Tile and i� components shall be installed in strict compliance with Roofing Application Standard tf.S 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • i� NOA No.t 07.0919.05 . Expiration Date: 12J16112 Approval Date'. Page 3 of 7 I• i� EO' d E8� E We 90E all y dooa I 3141'2 UH11133W T0;00 8002 -9g -98,3 0 t (, 11, t t1 'r I, L or IVI Table 1: Average Weight (W) (I x W) ,Y J . ,! L - i "Ile Profile (Ibf) 1 Length-[ (f[ #) Width -W (11Y) , TI le 6.9 r .52 ! 11.675 A,y tusa S �.--- Table 2: Aeroci Suitt: M14 ti pliers - A ft) 'Tile { x (t) _....� (� ... _ Qroflie Batten licstlon Direct D Ck llcaTlgq • 0.•2740 • • • 000000 "' 0 : • 0000.. Table 3, estorina Moments due - #a Gravit - Ml ft -lbf •• - _� �• Tile 3 12" 4 12" 5 ": 2" T 6": 12" 0070-1211 +sr • • .•. Profile or less e . clat:' Aituse `S'''Na Sabena��D rent Battens 1 Direct Batten$ is Direct ! Eaicans D:reat *sees ns p;r c.0 I Cs Eck ! Deck ? 5 Oeck Dock . deck 4,47 6 35 4.40 8.27 4.31 ji 6.12 4.24 5.03 4.48 4 9 0 • 0000 Table 4. Attachment Resistance Expreijsed as a Moment - Mr (ftJlbfj • • • fo%r nta ll nn Quatiamo .. . j Tile Fastener Type Direct Dec Direct Deck Batt Profile (Min 15/321 (Mln. 19132" plywood) 1; plywood) i t _ '19.4�� Aitusa 'S' Tr'le 2.104 Ping 5r ink Nails 28.6 41.2 1 -1od Smooth or Screw 5.1 6.8 2.8� Shank IQ all _ �- 2.1Od Smooth x Screw 6.9 9.2 7,3* Shank \la;is { 1 .08 Screw 28.7 1 I 2 Ia Screws i 58.2 _ 28.7 58.2 N/A 26.8 1.1 Od Smooth or Screws 23.1 { Shank Nail (Field Clip) { 23.1 { ' 9.0 I r1.10d Smooth ar Screw i 29.3 ;; 29.3 - -}-- -- 2?•0 Shank Nail Save Clip) 2.104 3,nooth or Screw , 27.6 27.6 38.6 Shank Nails Field Clip) _. 2 -10d Smooth or Screw ; 38.1 i, 38.1 41.8 Shank Nails Eave • 1 Screw with Altusa CIiF_ (ee clip ~ details 187.1 N1A Altusa "S" 1 Screw with clip (at the 187.1 r Tile' head of the Altuea "S" 1 Screw with clip (at the 35.2 I 35.2 NIA Tile' watercourse cf tile). 11. Screw crust be installed in the inside nail hole located nearest t4 the hurnpot the tile. 1 , NOA No.: 07.0910.05 Expiration Date. 12/16112 Approval Date: Wage 4 of 0000.. • 0000.• 0000.. 0000. 0000. 0000.. • • 0000.• . • 0000.. Fir, • 0; Mg Lee 909 31111 A004 NYSRY8991I aaaw z0:00 80OZ- 9Z -83d .: C.. L-J, Lrai !L :" ,� 'b �. k C Table 6: Attachment Resistance Expre sect As a Moment M, (ft -lbf) - - -- for Two Patti Adhesva et Systems Tile Tile A.pplicationi: Minimum Attachment profile Resistanco A'aJ 'S' TAA _ Adhesi to 2 ^See manufactures pwopcaent Uproval for inslellaiioon requiramenls. 2 Flexible Products Comoaniy1-413ond Average weight per paGy 10.7 drams Pelyloam Proc�ct, lno. '-verag„e weight per patty a grams. ;# _ �! •,,P�. - Table 7: attachment Resistance Expre sad as a Moment - M, (ft4bf)• •••;�• for Single Patty Adhesl 'Set Systems 006.00 .. Tile Tile Application;! Minimurn6iiachmenf Profile _ �' Re.4,i0 a ce -•••,6 itusa 'S' Tile - Polyfown PolyPro' Polyloam Poiyftlm _ ••3� ',._• a LargeEaddyp- acement �63 grams of Polyft'"" 5�!Vledtuim add placement of 24 rams of Polv�'roTM 1 • ' • _. ac 6 6060 Table 8: Attachment Resistance xpre ad as a Moment - M,(i -ibf) ••0•• for Mortar Set S tarns_ Tile Tile _ Attachment Profile A licatio"i"i Resistance '-4 `S' Tile -__ Mortar Set ,1— 24_4 5. LABELING All tiles shall bear dice imprint or identifiable .4:k:.-tg of the manufacturer`s nacre or logo, or following statement: "Miami -Dade Coun ry ProdOct Control Approved" . &` UQ A NiAM 1 N 1VMEZUELA C �C IDEN7CII,ICATION MARK FOR ALMS, `S' CLAY ROOF TILE LOCATrm ur m wv.. m TILL 6, PLUILDING PERMIT REQUIR.EVIENTS 6.1 .application for building permit shall be acc�mpa ued by copies of the following. 6.1.1 This Notice of Acceptance. 5.2.2 Any other documents required by tNe Buildi.�Ig Official or applicable buildiL a_ code in order to properly evaluate the installation of Ehh- system. NOA No.: 07. 09x9.05 Expiration Date: 12176/12 Approval hate: 3 Page S of "+ is 0000.. 0000.. .6000. 0 0000. 00000 66666• 0 0 6 666666 6 0 000.0• 6 0 go • d Me Lee X30 31111 1400a NVS,tif2 UH1 r03W s0:00 eaoz- gz -8a3 PROFILE DRAW' NGS ALTUSA `S' CLAY ROOF TILR "SPANISH S" TILE BY ALTUS (-TyP CLIP WITH ONE(l) SCREW A'TACHED TO DECK 9C'd Me L88 90E CLIP DETAILI 2.112" OVBRLAP (COVERS PIN HQE) i, - SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CL:h PLACEMENT DETAIL '! r I' CLIP i i; I; FILL L SOCic fi vaKyaZia,L I caw NOA loo,: 07.091).05 Lxplratton Date: 12186112 Approval Date: Page 6 of " '64:00 8G02- yZ -aad . . .... •••••• -09-0: • • 0000•• • • • •••••• 0000 00 0 0000 • •• ••0•• • ••• 0000• • • • • • •••s•• • • • 0000 0000•• • . • • • . • • 0000• s• • •• • • • • • • •s • - SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CL:h PLACEMENT DETAIL '! r I' CLIP i i; I; FILL L SOCic fi vaKyaZia,L I caw NOA loo,: 07.091).05 Lxplratton Date: 12186112 Approval Date: Page 6 of " '64:00 8G02- yZ -aad Uet. IV. 1JJI !1, v{ SCAEW wool stmw (HOLDS CLIP ONTO DECK) 'SPANISH S" TILE BY AM, U {TYP.) tYJ. c L CLIP DETAILS {C " "T i 2112" OVORLAP (COVERS PIN Hake) ,i 0000 ' SCPEW IN THE INME NAIL IJ OLE • • r/^ NEa REST TO rH'E HUMA 01%HE 7ji�• • • • • •• • •••• _ • • • 0000•• •• • • CLIP PLACHMENT URTAIL Old Me L89 908 I' END OF THIS ACCEFkANCE ii i I, f{ {I a :i i i� i i� { �'I I L dC'iJ3 . �ltt�td4 32I�y i Q�W 2 1r2' SCPEVY NOA No,: 07- 0919.05 &PIration Datc 12/16/12 Approval Date: Page 7 of 7 0000•• • • • • •0000• •.0•. 0000• 9000•• • • 0090.. 0000•• t0:00 0002 -97_ -Sad 0000•• • ' 0000 •• • DECK` 9 `••` ••••` ii 090000 • ••• • • . • • ..•••• • • •.99 1 114' 1 3t4' OW • 009000 •• • 3 1C�' i .00.0. ; i •• • 1 ^- -GALYA!V1Zr) .l I' END OF THIS ACCEFkANCE ii i I, f{ {I a :i i i� i i� { �'I I L dC'iJ3 . �ltt�td4 32I�y i Q�W 2 1r2' SCPEVY NOA No,: 07- 0919.05 &PIration Datc 12/16/12 Approval Date: Page 7 of 7 0000•• • • • • •0000• •.0•. 0000• 9000•• • • 0090.. 0000•• t0:00 0002 -97_ -Sad MI ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAM1, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 congtruction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Buildin.&�j)j and Product Review Committee to be used in Miami Dade County and other areas where allowed by the QJUority Ho ing, Jurisdiction (AHJ). 0 6.9 0 000 This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami DadoC'ounty) arl bathe AHJ (in areas other than Miami Dade County) reserve the right to have this product or m> ft* jested for quality assurance purposes. If this product or material fails to perform in the accepted manner, theInanuftture; Mftcur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the' use bf such pYbddct or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is deter`ntined.919000 that this product or material fails to meet the requirements of the applicable building code. 0 This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AR160 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. „' NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 1 of 7 0006•• .••.•• • • ROOFING ASSEMBLY APPROVAL: Category: Roofing ASTM D 1623 Sub Category: Roof the adhesive ASTM D 2127 Materials: Polyurethane ASTM E 96 SCOPE: ASTM D 2126 This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by. applicable building code, does not exceed the design pressure values obtained by calculations in •... • compliance with Roofing Application Standard RAS 127, for use with approved flat, low,•ancthigh 0000 • profile roof tiles system using Polypro® AH 160. Where the attachment calculations are•d+owas a • •' : , moment based system for single patty placement, and as an uplift based system for doubteptttty systems- 0 0 0 0:. 0 • :0. •. PRODUCTS MANUFACTURED BY APPLICANT: • • • • • • . • • • • • • 0000.. 0000 Product Dimensions Test Product Deseripthl • • 00:00 Specifications :00:0: 000000 ' Polypro@ AH 160 N/A TAS 101 Two component poly&ehade foaid .... .... • 0000 adhesive '..' ... Foampro® RTF1000 N/A Dispensing Equipment • �....� ProPackS 30 & 100 N/A 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. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° 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. NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: Test Identifier #94 -060 257818-IPA 25- 7438 -3 25 -7438A 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 _Test Name/Revort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/9,x••••• .02/01194•••• .. . .... . . *:::04/30/93. • • ....11/16/94. ... .. * ®2/14/96 • . .... . I x/23/98 ..... .. . .. . .. . 12/28/98 03/02/99 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120, 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. j 1 'F' W S C r'= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof rile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. PolyproO AH160 roof file adhesive and its components shall be installed in accordance with •.... • Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® t�l•60:Operate 0 * • Instruction and Maintenance Booklet. • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and lice&4111y Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators ta"Phe attthoriV. •. having jurisdiction. *see . • • 5. Calibration of the Foampro® dispensing equipment is required before applicatio ; M" adhes�i� e s The mix ratio between the "A" component and the "B" component shall be maintgl2etween 1.9- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds p& We as .... determined at calibration. No other settings shall be approved. 0 0 • 6. Polypro®AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 10.O�dispensing• • • equipment only. *Soso 7. Polypro® AH160 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® AH160 has been dispensed. 9. Polypro® AR160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 LV__ —Expiration Date: 05110/11 Approval Date: 04 /13/06 Page 4 of 7 • • 0000•• 0000• •0000• Ndit -fh umfty-ul 1 18 EweComs9 � \ \7 e \! .ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Emmmmpa* K�admslveaPP 4h wap NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13106 Page 5 of 7 • • • • • e •••••• • Nail through vlast� moment Under�yment e T "" i 2 h e Emcom ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (heath TM Nall through *WC cement Underiaymerd e o T "" `i 2 I e o Fascia Em cww e Peddy jeer" Tee) y••• • • • • • •000 •• • 0000 ••• • • • • s • i0• • Cdcla w"Phok Eavecloaum Doedp NOA No.: 06- 0201.02 Y Expiration Date: 05110111 Approval Date: 04 /13/06 Page 6 of 7 0000•• • • • 0000•• •0.0• 00.00 0000•• • • • •000•• i • •0000• • 0 a Nan through plastic cement O 0,1 SinglI e ply x3 in, under tileA` t SIB palely on 2 in._ 4 in. under• -wµ kman ° 'Single paddy on 1� CI -p�F> ADHESIVE PLACEMENT DETAII. 3 DOUBLE PATTY Paddy Nail through plastic cement Single paddy under the (between 019) -wµ lhulerlayment Single paddy between fife 'Single paddy Padq � r� (under die) ° 2 in. x Z ip•Snedium ° � • • size • cours�fnl!• ••.••• • 06: • 0*0000 �• •• . • }in. • • 0 0 • • • Single n. � 2 in, • • � •.: • • paddy on •• • • o••••• under. • • • • • Yom► : ' • • • com Single paddy : on top of tile 0 : :9000: EM . • 2 in. X 7 in. medium Faye con closute size paddy save Fascia course only 00 edge Mail through PWUC cement 4 -wµ 'Single paddy � r� END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7