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432 NE 100 St (4)Inspection Number: IN 140' Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: STRUSE, CHARLES AND SORAYA Job Address: 432 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Deaartment Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Block: ermlt.Number: BP2OO5 -1022 Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number (305)756 -1030 Parcel Number 1132060170370 Lot: Phone: 786 - 277 -9540 Page 1 of 2 I� (Q I Passed v' / Inspector Comments 0 � / / � 1 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: IN 140' Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: STRUSE, CHARLES AND SORAYA Job Address: 432 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Deaartment Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Block: ermlt.Number: BP2OO5 -1022 Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number (305)756 -1030 Parcel Number 1132060170370 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Te��stt(�(PP or F) Test Location Uplift Pull Test(P or F) 1 li3�ii 26 7,fa v:tt 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 K 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 - 47 72 97 23 . 48 73 98 24 49 74 99 25 - 50 7 • 75 100 Owner's Name. Job Address Roofing Contwtor el Type of Tile: ' i ma Approximate Roof Height: ( feet t/ Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof : D ft Required Testin2 F rce: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. _O IN ACCORDANCE WITH TH QUALITY CONTROL TES Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION THIS RE,;P ITTED B TEST RESULTS P = PASS, F = FAIL RITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT Project No 7 0 5 9 ate Installed: 3 - Roof Pitch: 3 ' � Other Sketch of Roof Job 4,z Nye t cc ,Abf.344;5 •=t Numbegr Contractor Checked By - Scale Note's- fir I EMI RUM! If 11111111111111m III EEO= 11111111111 Ell 11 1111111111111111.111111111111111111111111111111111 1111111111111111 IMILUNIMINIMINI MI 111111111111111111111111111111111111111 INMIIIMNIIIIIIIIMIIIMIMIIMIMIBIHIEIMIIIIII 1111111111111111111111111111 111M1111111111111111111111111111111111MIIIIMMIUMBE 1111MMMMINIVIIIIIIINEM111111 MIER UM 211111111111111.111111111111111111.111111111111111 k21742 • re4, • WARM • • SINIPAPI11111111111111111111111111111111111111M1111111111 Ill • fryllE7111111111111111H1111111111111111111Mommum earmunamillIMEMMINMEIMMIIIIIII WiliiidEll M W1111111KM11111111Mill IMINIMMICIER111111111111111 11111111111111111111111•11111111R11111111111111111.1111111111111111 Mi NMI f - III 111111 a Tr rl a rm a regl w_ Aremraimminammou lW • IBIICIIIOMIILGMIMBMIIIIIIMTMMIIIMIMIMIIIINIMIUI EillEVESAIKNOWINERMILANAMM11111111111111111 • 1 EllitMENIENIMPIERRIVIRIMIMA1111111111 ignimucedinnmamminznimaimmung 03 INIMIIINIMLIMMILMOINOWAMEMP0211111111111111111111111 nuarmasimumummummarrainunimumnis •MMILM 111111111111111 E 1 11111111111111111111 1111111111111111111111111=111111111.111111EIMMUNIN immianizacimaminsigin•;*isaumunmom IIM MS a miiiiiiW" 111•111111111111111111MEN11111111111111011111111111111111111111111111 1 MO f Sketch of Roof Job 4,z Nye t cc ,Abf.344;5 •=t Numbegr Contractor Checked By - Scale Note's- Inspection Number: INSP - 11201 Permit Number: BP2005-1022 Inspection Date: 03/06/2006 Inspector: Grande, Claudio Owner: STRUSE, CHARLES AND SORAYA Job Address: 432 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, March 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)756 -1030 Parcel Number 1132060170370 Lot: Phone: 786- 277 -9540 Page 2 of 2 7 2 (k) Passed / Inspector Comments 1/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 11201 Permit Number: BP2005-1022 Inspection Date: 03/06/2006 Inspector: Grande, Claudio Owner: STRUSE, CHARLES AND SORAYA Job Address: 432 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, March 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)756 -1030 Parcel Number 1132060170370 Lot: Phone: 786- 277 -9540 Page 2 of 2 12. • 32. PM -z) lol BUILDING PERMIT APPLICATION FBC 2001 Owner's Address 32 L Cit N - ShOs State T 1 Tenant/Lessee Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit t-' CC) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 795.2204 Fax: (305 756.8972 R CEDVE FEB i 8 ;1 GS OD eit, R &vi lon Permit Type (circle): : uilding Electrical Plumbing MechanicalRoofing l C Owner's Name (Fee Simple Ti eho . er) � V) a l d v/ 1 ace # (30E.) G cls Job Address (where the work is being done) I'") 30. Iv Iv o t City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Ka W ed Pi 1 ®0F i h OJ Phone # Contractor's Address t O t B o )t 53105 I nA . Cit I V, 6..t State L Zip Qualifier Type of Work: ❑Additi ❑Alteration ['New ID Repair/Replace 0 � + I e � v � C� (� � a Demolition Describe Work: r (k &V13 e roc -h le -Prom Moh1er e Palm C610.11,1 Coreen +o �ni co e e w� M �.r ncr � co c vl or +on>✓ to l or ro 614-1 16 Co (or . R41\eh i ar\ B) er * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ L3.00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4 ` 00 C & 6 (Continued on opposite side) FEB D 2 2 PAID Permit No. aster. Permit No. p,„loo M ""l oa°a Zip as k38 • Phone # Phone # Square Footage Of Work: Zip 305 759 33153 CCF $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: Print: My Commission Expires: My Co ssion Expires: APPLICATION APPROVED BY: Chc 05/13/03 q-,,,t,)e(A, Owner or Agent The foregoing instrument was acknowledged before me this The fore oing instrument was ack wleddged before me this 9' day of ,20, day of --b ,2(»by �--P LL Q(e.k who is personally known to me or who has produced who is personally known to me or who has produced ID Contractor as identification and who clj T C NOTA1tY P4; UC�S � � Z 4 orleiy ja 455 �� " %' r 1tiiti =St. !r te ► �� ICI ► +� � 1 y � l; •;��':��:..•: � , e •T IrY .a.. ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 2/10/2006 Expires: 08/31/2006 Owner's Name: CHARLES AND SORAYA STRUSE Permit Type: Imported Permit Work Classification: Roof - New Job Address: 432 100 Street NE Miami Shores Village, FL Permit Contractor(s) KAWALEK ROOFING, INC Phone 786 - 277 -9540 Primary Contractor Yes Comments: TEAR OFF EXISTING TILE FLAT ROOF, REPLACE AITH A NEW MONIER FLAT CONCRETE COLOR THOUGH ALL TILES THE SAME COLOR AND TILE AND FLIAT ROOF SYSTEMS TILE COLOR WHITE A@�ftia Ififtlfrif -IANGE ROOF TILE FROM MONIER 13" FLAT CONCRETE . . - .- • TrrT3 9 ; ROLL TILE COLORWHETIVAIIMELea6 Alpha Four: RE -ROOF Alpha Six: SINGLE FAM Pay Amount: 350.6 Bond Return : Alpha Five: RESIDENTIAL Pay Date: 7/14/2005 Pay Comments: PD CK 6009 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. Building Department File Copy licant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1022 Phone: (305)756 -1030 1132060170370 Lot: PB: Total Square Feet: 0 Total Valuation: $ 17,900.00 Required Inspections Roofing Roofing Fees Due Revision Fee Scanning Fee Total: Amount $35.00 $6.00 $41.00 Invoice Number imp -2 -06 -23814 Total: Amt Due $41.00 v 2 2 PAID Amt aid 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. ,• s M 1 AMI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Monier Lifetile, LLC 135 NWV 20 Street Boca Raton, FL 33431 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and "other areas where allowed by the Authority Having Jurisdiction (A1 -(J). 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 AH1 (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 bccn designed to comply with thc I {igh Velocity I {urricanc Zoneof the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc 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 bccn filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will after the expiration date or if there has been a revision or change in thc 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job sic at the request of th • Bu Official. e f t f t • r t • • It t f • R t t t e f CI This NOA consists of pages 1 through 7. • • t tit e e t o ! f t t The submitted documentation was reviewed by Pram[ Zul lga,'RRC t t f • 1 t ft 9 0 91 t t f t Y e 14 t 1 91 1 1 t 1 t t t t 9 t 9 1 t t t 9 t t f 1 1 ! i t s t ft t t t f 't t t 1 t f 91 t t t 1 1 f i t ! t f 9 1 1 t t 1 9 't 1 '1 t t 9 9 l t t •t ,FLORIDA I LD1 NG tTE 1603 11O -1563 ,395 -2905 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concretc Roof Tile, as manufactured Monier Lifetile LLC 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 by Test Applicant Dimensions Specifications Monier Lifetile LLC Villa & Roll Monier Lifeitilc LLC Capri Tile Trim Pieces 1= 16'/2" w= 13" '/2" thick L= 17" W= 12 3 / 8 „ '/2" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi ng, Inc. . o`�t co les (Fpo Test Identifier 94 -060B 1 t • 94 -084 • PA 112 PA 112 PA 112 7161 -03 Appendix 111 7161 -03 Appendix:ll PO402 •• • E • ` 1 • • • • • 4 Static Uplift Testing PA 102 & PA 102(A) _ Wind Tunnel Testing • < < • , PA Z O$'iNaii:On) • 1 • • . • • • :hdravta1 :Res trgc Testing of s c vs 'smooth %hank nails Static Uplift Testing 1' 101.c dht:Sive Sct) Ktatic:UjliqTesting PA 101•(Mortar Sct) Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck . or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive sct applications. Accessory trim, concrete roof pieces for use at rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • . • • ,••• • • • • ••• • • • . • • • •• • • •••• • • • • • • ••. ••••• • • • • • • • • • •• ••• • • • • •••• • ••• • • •• • •. • •• ••• •• • ••••••• • • • • • • ••� •••• • • •• •• • • • • • ••• •• • • • . • ,. • t • • Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 P of 7 Test A c ney Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for. Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering. Inc. Thc Ccntcr for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 - 25- 7094 - 25- 709 - Project No. 307025 Test #MDC -76fl 25- 7183 -1 25- 7183 -2 25- 721 - 25- 7214 -6 528454 -2 - 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 1 t 1 t t t t s e a e • a • • a a t t t t ttt t { t T Name/Rcdot't . • Wind Tunnel Testing PA 108 (Mortar Se4) Wind Tunneltssttni; . PA 108 (N14- Physical Properties PA112 •. Static Uplift T'ecting.' PA 102.. . . . • (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Scrcws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Dircct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-7094 25 -7496 25 -7584 25- 7804b -8 25 -7804- & 5 25- 7848 -6 amic Multipliccs Evaluation Calculations • e • Q,ero¢yn . • • .. t. • t t t 4 • • • • • "" 5 t t T Patty Adhcsw.:(4 Sct System Evaluation Cal�c+ll'�4in• e t ° • • • e • a t e t e • • a • • a e a • • • •' • • a t • • • ' . • • • • • • .1.. r ..:0... . e • •. • • •• .. • • •. •. • • A uE. 1 • .. • "Sept. 1994 • • °• •' • Odt.19.94* •. • • . • Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March-1-995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Pag 3. LIMITATIONS • •• •••• • • • • ••• • • • • • • • • • • • • • •• • • • - •••• 3.1 Fire classification • is not part of this acceptance. • • • • • • • • • • • • . ... 3.2 For mortar or adhesive sct tile applications, a static field uplift tcst shad be performed to accordance with RAS.106. • 3.3 Applicant shall retain thc services of a Miami -Dade County C2nifirgl :La>•ieraorypo pGrtdrm quarterly test in accordance with TAS 112, appendix `A'. Such icslir sh$II s1Qbmitt. ¢ 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 thc 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 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS I I S, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) 9.1 9.51 Length -1 (ft) i Width -w (ft) 1.33 1.08 1.42 1.03 Table 2: Aerodynamic Multipliers - X (ft X (ft Batten Application Tile Profile Monier Lifetile Villa, Roll and Capri Tile 0.267 X (ft Direct Deck Application 0.289 Table 3: Restoring Moments due to Gravity - M (ft 6 " :12" Tile 3 ":12" 4 ":12" Profile 5 ":12" 7 ":12" or greater Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck 5.57 6.30 Battens Direct Deck 5.48 6.18 Battens Direct Deck 5.37 6.05 Battens , 5.24 Direct Deck Battens Direct Deck 5.90 1 5.09 5.73 fee • e 1 • • • • • •• t • • 1 • t • e • f • • • f' 1 s • • o 1 f • • •. f 1 , • l • t 1 l • 6 • • • I • • • • O t • t, t 4 • f • e • • 1 1 0 f • 0 • f f 4 - 4 4 • • 14 1 1 1 f 1 'l •. • I I 1 ! 1 :1 4 • t • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • ••• • • • • ••• . 0. • t I • • • • l t f • C . t 1 i t f • • • • • • fa O t t f • • t t l f • f f t • • • • 1 i•IOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems • • • •' • • • • • • • • • • •'' Tile Application Tile Profile Fastener Type Direct Deck (min 15!32" plywood) •• •._ Diregt.Deck : :. (min. 19/32" • plywood) . .. .. • • ••••... ;Bateetjs; •; ' .. ... .. • Monier Lifetile Villa. Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37 • • • • • • • ,28 .8 • • `' 1-10d Smooth or Screw Shank ,Nail 8.8 . 11,8 • • • • • ' 11'1 • • 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3. 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth. or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' I 43.0 I 67.5 1 50.9 1 Installation. with a 4" tile headlap and fasterners are located a min. of 2' /z from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product. Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment = Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro 86.61 Polyfoam PolyProTM 45.5 4 Large •add •lacement of 54. rams of Pol ProTM 5 Medium paddy placement of 24grams of PolyPrcZTM. ` • • `' • • t • . • • • • • • • • t t • • • t t t •• f• t • t • • • • • t • • 1 1 1 • f t • t t t t • • t t t • • t • • •• • • • f • 1 1 1 1 t 1 f • • 1 1 1 • • • .f f • • • L t • • • • 1 1 1 1 t • 1 • 1 1 1 1 1 1' 1 t t t 1 • 111 • • I C C • t • • 1 • • • • • t f • t • • • • •.• • • • ••• • •• • • • ••.•• • • • • '• • • • • • • • . 000 • • • • • . • • • • • • 000 • • • • 000 • • t • • "•t • • es NOA Yo.: 02- 1205.05 Expiration Date: 12/16/07 : • Approval Date: 01/02/03 • f t Page5of7 • • t • • t t Table 5B: Attachment Resistance Expressed as a Moment - M,(ft - Ibf) • • • for Mortar Set Systems • • • • • • • • • • • .. • Tile : : •' Attacbr e pt • • • • • • • Application • • • • Resistance • • Mortar Set Tile Profile Monier Lifetile Villa. Roll, and Capri Tile • •• • • • • • 20.60 •• •. • •• •• • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 D RAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE • • • t • f • f f • • • • • • ft t • f • ft it _ 1 C t •• ••• ft t • f • f • • ft t • t • e • • • • • • • • • 44 t • 0•1141 f 4 1 0 t • • • f • • • ' f t t t @ • f • • ft 4 t 1 f f • • • • t 1 4 t t @ C • t @ • t I t t • • • • • 1 + ! t t t • • 648 • t t 4 f t i • • • f t 4 1 1 f f • • i 1 f t 4 t t t • f t 1 t C 1 1 1 1 t 1 tit ..l t 1 1 t ! _t t •- 4 tilt •. • • ••• • • • ••• •• •• • • • •• •• • . • • • • • • • •.. • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • NOA_ No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: Q1 /02 /03 Page .6:of.7 • 16 -1/2" • • • 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE .. • • • .. • • 0 0 0 • 0 • 0 ••• t! t t f 0 • • 8 0 0 f 8 t f • 0 0 • f t t I ft 4O • t • • It f MONIER LIFET.LLE CIPRI;OX4CR'I,1E RQOF; 1LE t 0 0 41041 t t i t END Ol<•TI IgrACCg e t 1 0 0 0 ! t • f f t 1 t 0 ' R O t ! f .. ... • • • . •• . 1. • • • • • • • • • • • • ... • • • . • • • • • • • • • • . .. . , . • • ... • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••.• • • • • • • • ••... • ••• • • • • • • .. • • • • • . .. . .. • • . • • t t 1 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: Q1 /02/03 Page . 7. Of Roof Slope: .3 :12 123_01-48 5/03 PAGE 4 .. • •• 1 Section D (Steep Sloped Roof Systems :':.:: • • :':::. • ... • • • • Roof System Manufacturer: caner • -. -. • • Notice of Acceptance Number: • • • • • • • • •. oa lays, OS' • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: L1 P2: I00i b P3: 1 001 b Maximum Design Pressure / / (From the NOA Specific System): p o b t i7 Method of tile attachment: Pc' 1. / Foexih �eSlVe Steep Sloped Roof Svstem Description Deck Type: ype Underiayment: nsulation: Ire Ba Ridge Ventilation? NI Ft . . ... . . . ... Florida Building Code Edition 2002 :. :. :: : High Velocity Hurricane Zone Uniform Permit Application Form. 1 I4 . Il—D - oin1' i H 4O F&* i m... N / ivlfl- i astener Type & Spacing: dhesive Type - 1 ash kttit ype Cap Sheet: oof Covering: I1 RiA,6 SheLiNK I �go e Monier o rcrete- ro l I 'f -i le Type & Size Drip dge: 1 3),A g al v • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • For Mortal based dlelystenes, e eitberblethod 1 tfC COMPaqat for Width the raises live bio uoi m *eta it regroaeitiliktioriqiiaka (b* 1g. raises, for each ens of the roO4 tile" the tili attadmeat Milked Is detleetible: • • b meth • 4 I (P .1 v22 (Par il Tri - (PS •■V .1;71 1 t mr • Method 2 u SbaplitledYile Rewired M.meai of Resistinei 01) rim tali itelevi Csksfa Per &WI • r : AVA:04 : • • • • • • • • • Nom errr NOA Per Table Below" NOA • • IL - aim Rim mil .. ___ . ___ IIIIIII.arazammIIIIIMILZi mlMIL w .amIIIIIILaallIllLa mIIIILaa1 mossmaigainal11111141111111111111111114m1111Lumml .111114.11 "11114.1a. 111111111 . 11 . 11 . 1 1 1 .mainimumm anteammaaammium 1111111,4amIllia MIIIILIMI1111114,11.11111164111 mmunimmim iniowne. miamainincumnimmamiman, Imam ii *Most be *seal , hi *Oilman with b list .fission. t based Me systems endorsed by tie • &ward Coenty Beard of Sales sail Appeals. • - . For Uplift based the systems* ise.biet)sed 3. Comp the *aim for F• with the values far 11 If the 1r* valises aro greater tbai or vial le .the ir, valves, kr each area ofthe roo4 files die tile atteelauseat method is aseeptabbt. . . - . • MAW 3 k l7plill Based Tilitakilideas Per RAS 127" (P t ii k • • 1 set •1— Wt z en it uk nt: NO P - a'st irk lb it WI 111 ....j • Wi a eis it • si to 140A r (P - s k • u• a wt ge.L.....)—Wt s as * . gi Fre NOA P Burnt Mission Rake Ridge Athenian Blend 1VRMS6062 1 KRMS6062 Ridge 1 RRMS6062 :hampagne Cream lake Ridge 1VRCS7117 Apple Cider 1KRCS7117 Rake 1RRCS7117 Ridge 1 VRMS0190 1KRMS0190 1RRMS0190 Kahlua Rake Ridge Pinto Blend Color Coat Finish Rake Ridge 1VRCS0263 1KRCS0263 1RRCS0263 1VRMS3558 1 KRMS3558 1 KRMS3558 1VRSS0689 1KRSS0689 1RRSS0689 • • ••• • • • 0•• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . I0. B. l'on3p'aho Beach, FL 0 _ �. �To 0 J, R 0 r0 O•0 0 0 0 0 J Q 2 0 o, o o c o o 0 9 0 J '3 0 > a0 00 0 c boo 0 X 9 0 c G 0; C, C* 0 0 2 O 7 0 OC Arizona Clay Rake Ridge Marmalade Rake Ridge 1VRCS7049 1KRCS7049 1RRCS7049 1 VRMS6493 1KRMS6493 1RRMS6493 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , Matter Permit No. Permit Type (circle): Building Electrical JUPlumbing Mechanical Owner's Name (Fee Simple Titleholder) o ro. ' d sho(�14Ciy Owner's Address 3.21 IUE q3r City K.,6/NoreS Tenant/Lessee Name Phone # Contractor's Company Name K&u i& l ck YlDocI n Contractor's Address P,o foX 531 051 City MIA. ( I/ State Qualifier PGt,(til )<a a eK Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1 goo Submittal Fee $ Total Fee Now Due $ (Continued on opposite side) State Ft- Zip 3 3) 3 p 350. GO. Permit No. ' �� `�� Phone # 30 5 r ig by Job Address (where the work is being done) 4.3, WE 100 6 *r City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Phone # 305'75 ?/ Zip 33 1 53 State Certificate or Registration No. Certificate of Competency No. 1363 voq Square Footage Of Work: 3g00 Type of Work: ['Addition ❑Alte e ❑New] Repair /Replace ❑ Demolition Describe Work: wear e IST - 1 - lel a+ rocP 3 r��l -t--)1h a �e6V Mo ers-Pla4- co Yl -r e co h ro h £-o v J (-}-i IBS the S&.e c,© or a..\ +1(e " - Pka+ roo + s s/ - e11/1 w L iiI (o(or \i'f * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 325 CCF $ 10 80 CO /CC Notary $ e--- Training /Education Fee $ 3 • 60 Technology Fee $ B. • 2.0 Scanning $ 3 • CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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. 1 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 r inspection fee will be charged. N Signat Owner or Agent The fore oing instrument was acknowledged before me this J� day of ,20U ,,by ( k IYkJd S&Che1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 • My commission ODg Expires September 11 2005 Signature Sign: Print: ********: e*** ** * ** * * ****** * **** * *** * * * ***** ** ** **** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * My Commission Expires: .„...„... 01 Contractor The foregoing instrument was ackno . leo _.e' before me th, 1 1 1.,..E day of of , 20 c by J to me or who as prod as identification and who did take an oath. NOTARY PUBLIC: cJ ak\ICK 2Qu7✓ ' = MY COMMISSION # DD 415936 EXPIRES: April 6, 2009 * I4101k t g0 Ii'1Rerwrnors Plans Examiner Engineer Zoning 3 ( 4/ A ft° MIAMI SHORES VILLAGE BUILDING DEPARTMENT • 305- 795 -2204 Building Inspection Request Dated 1 Type Insp'n rm C CA Permit No. F)1' n O 022 Name Address 2- NG CO (3+ Company a \,, r. 2ccs- Phone # Inspection Date '7 (!,0 (; Approved � �} ) 4`+ Correction ❑ Re- Insp'n Fee ❑ 44pp OCT 1 9 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 'Building Inspection Request Date) Type Insp'n 1 I Permit No. SP C)--102,2_. Name &l 2 1�J Li NE- �-y�` Address 4` )Z 1 w 1 Compan tU wate i Phone # /� Q� Inspection Date IC 1l� Approved Correction Re- Insp'n Fee p N ( Q0 . 7 A;v Page 3 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING. INSPECTION ENGINEERS 10. The patio east door frame trim damage has been patched but should be replaced. The door sticks and needs adjustment. 110.00 11. Slats are missing from the southwest exterior closet louver door. The door has been repaired where water damaged over time. Replacement recommended. 250.00 12. Provide a threshold for the laundry room exterior door. The threshold should be elevated and the door undercut to prevent water damage over time. 225.00 13. The front door has a double cylinder dead bolt and a key must be accessible at all times for emergency egress. 14. The front door needs additional weather stripping to prevent water penetration from wind driven rain. 75.00 15. All windows need lubrication and adjustment. The laundry and dining room windows could not be opened. The den window has a cracked panel. The master bathroom window is cracked. All window frames need caulking. 425.00 16. Screens are required on all windows by code. There are no screens on site. Trade estimate required. 17. The kitchen counter top tile adjacent to the refrigerator is chipped and needs repair. The counter top tile trim is poorly finished. 385.00 18. The northwest room sliding door lock is missing. 75.00 19. Water stains were noted on the northwest corner ceiling. The water stains appear to have been previously painted over; however, the stains may predate the current roof installation. 20. The south bedroom entry door needs adjustment and does not lock when closed. 75.00 21. The hall bathroom lower cabinet could not be opened. 22. The northeast bedroom entry door needs adjustment. 55.00 23. The east bathroom pocket door needs adjustment. 45.00 24. The den closet door needs adjustment. 45.00 25. Door stops should be installed on all doors to prevent wall damage. 26. The master bedroom entry door needs adjustment. 45.00 27. The master bathroom entry door needs adjustment. 45.00 ROOF .544e9ou, RE. CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378 -1244 Established 1976 €13z Me► c ��K 5 55 ?Pi 560- /)-7/ NATIONAL SOCIETY OF PROFESSIONAL ENGINEER: FLORIDA ENGINEERING SOCIETY The roof was under construction at time of inspection. The mineral slate underlayment has been installed. Permits are displayed in the window as required. The eave metal is galvanized. AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING. INSPECTION ENGINEERS Page 4 fi. .54a44901d, E. CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378 -1244 Established 1976 NATIONAL SOCIETY OF PROFESSIONAL ENGINEER; FLORIDA ENGINEERING SOCIETY 1. The eave metal is flush with the wall along the rake. The 3/4" gap between the eave metal and fascia or exterior wall must be maintained. 2. The attic inspection showed the tin cap anchor sheet nail pattern to be deficient and not in compliance with the permit document's. Although the tin cap inspection is signed off,.I recommend that the Miami Shores Roofing Inspector the nail pattern for compliance. PLUMBING The plumbing system consists of city water and septic, PVC and cast iron waste and vent pipe, and copper water distribution lines. There is a 50 gallon electric water heater located in the southwest exterior closet, installed in 2005. The water heater was in working order at time of inspection. Plumbing fixtures have normal wear and tear and water pressure was satisfactory overall. A sprinkler system is installed with pump, timer, and zone valve but was in general disrepair at time of inspection. 1. The water meter was inspected and showed no concealed leaks in the system at time of inspection. 2. A number of sprinkler heads are missing and the system needs refurbishing. Trade estimate required. 3. All exterior hose connections must be equipped with backflow preventer fittings as required by code. 75.00 4. The pool main drain grate is not anti -vortex type and is unsafe. 65.00 5. The northeast exterior hose connection valve handle needs adjustment. 55.00 6. The pool pump needs to be anchored for wind uplift. The wood shims need to be removed and a concrete pad provided. 110.00 7. The water heater supply shutoff valve is frozen and needs replacement. 85.00 8. The kitchen sink hot water supply shutoff valve is frozen and needs replacement. 90.00 9. The dishwasher leaks and needs repair. Trade estimate required. 10. The hall bathroom sink drain stopper needs adjustment. The pedestal needs to be secured. 75.00 11. The east bathroom shower head escutcheon needs caulking. The tub drain stopper is missing. The shower diverter valve is frozen and could not be operated. The toilet base flange needs to be secured with grouting. 225.00 1516.2.2 Class B. All other structures, except as noted E below ▪ 1517.1 Scope. Every roofing component shall comply with • the applicable ASTM material standards adopted by this code. All such products shall bear the testing logo imprinted • on the material and/or container or shall be marked in a dis- E tinctive manner to define compliance with the standards and shall be subject to be evaluated for compliance. The Product Control Division shall carry out random testing of labeled products to confirm compliance with ASTM material stan- E dards. E 1517.2 Compatibility of Materials. Roofs and roof cover- ings shall be of materials that are compatible with each other and with the building or structure to which the materials are • applied. 15.22 1516.2 - 1517.6.2.2 1516.2 Fire resistant roofing assemblies and coverings shall be provided on all structures. Fire classification of roofing = assemblies and coverings shall be based on the exposure haz- ard as follows: 1516.2.1 Class A. Zero feet to 20 feet (0 to 6.1 m) distance separation measured horizontally from the closest point of any building edge to the nearest point to an adjoining structure, and all buildings with occupation greater than 300 persons. 1516.2.3 Class C. Structures not occupied by humans. SECTION 1517 HIGH VELOCITY HURRICANE ZONES MATERIALS 1517.3 Material specification and physical characteris- tics. No roofing component containing asbestos shall be ▪ used in any roofing assembly. 1517.4 Product Identification. All roofing components E shall be labeled and/or identified as mandated by the product E control approval. 1517.4.1 ASTM Standard roll goods shall be marked with a yellow line to identify the ASTM Standard, or such other marking as may be deemed appropriate by the Product E Control Division. E. • 1517.5 Fasteners 1517.5.1 Nails shall be minimum 12 gage, annular ring E. shank nails having not less than 20 rings per inch, heads not less than 3 / 8 -inch (9.5 mm) in diameter; and lengths sufficient to penetrate through the plywood panel or wood plank decking not less than 3 / 1 6 inch (4.8 mm), or to pen- etrate into a 1 -inch (25 mm) or greater thickness of lum- ber not less than 1 inch. Nails or wood screws shall be hot dipped electro or mechanically galvanized to a thickness sufficient to resist corrosion in compliance with TAS Appendix "E" Section 2 (ASTM G 85). All nails shall be Product Control Listed. All nail cartons or carton labels shall be labeled to note compliance with the corrosion resistance requirements. No roofing material shall be fully or partially adhered (not to include mechanically attached) directly to a nailable deck. 1517.5.2 `Tin caps' shall be not less than 1 / inches (41 E mm) and not more than 2- inches (51 mm) in diameter and of not less than 32 gage (0.010 inch) sheet metal. `Cap E. Nails' or prefabricated fasteners with integral heads com- plying with this section shall be an acceptable substitute. All `tin caps', `cap nails' or prefabricated fasteners with integral heads shall be tested for corrosion resistance in E compliance with TAS Appendix "E" Section 2 (ASTM G g 85), and shall be Product Control Listed. All of cartons or E. carton labels `tin caps,' `cap nails' or prefabricated fasten- E ers with integral heads shall be labeled to note compliance E with the corrosion resistance requirements. 1517.6 Metal roofmg accessories. All metal accessories for = roofs shall be not less than 26 gage G -90 galvanized or stain- _ less steel, 16 ounce copper, 0.025 -inch (0.6 mm) thick alu- minum, lead sheet with a minimum 2.5 lb /sf (12.2 kg/m or g equivalent non - corrosive metal alloys or composite materials manufactured for use as roof termination. All composite and nonmetallic flashing materials shall have product control approval. 1517.6.1 Metal accessories may be of a manufactured, shop fabricated or field fabricated type, providing the materials and fasteners are in compliance with the mini- _ mum requirements of this code and shall be installed in E compliance with methods set forth in RAS 111. 1517.6.2 Gravel stop or drip edge profiles shall be as fol- lows: 1517.6.2.1 The vertical face shall be a minimum of 1- 1 /2 inches (38 mm) and shall extend down not less than -' 1 /2 inch (12.7 mm) below the sheathing or other mem- ber immediately contiguous thereto. In all cases, the E deck flange shall be not less than 2 inches (51 mm) in E width. Should the face of the gravel stop or drip edge = exceed 4 -inch (102 mm), a continuous clip, (hook E strip) shall be installed in compliance with RAS 111. 1517.6.2.2 Gravel stop shall be designed so that the bottom (the kick of the metal) of the drip edge shall E have a minimum of 1 /2 -inch (12.7 mm) clearance from = the structure, in accordance with RAS 111. FLORIDA BUILDING CODE — BUILDING TABLE 2 HOOK STRIP /CONTINUOUS CLEAT THICKNESS REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS GALVANIZED METAL OR STAINLESS STEEL Min. Component Gage 26 ga 24 ga 22 ga 20 ga 18 ga Max. Vertical (Face) Flange 4 in. 6 in. 8 in. 10 in. 12 in. Min. Hook Strip /Cleat Gage' 24 ga 22 ga 20 ga 18 ga 16 ga ALUMINUM Min. Component Gage 0.032 in. 0.032 in. 0.040 in. 0.050 in. 0.060 in. 0.070 in. Max. Vertical (Face) Flange < 3 in. 3 in. 4 in. 6 in. 8 in. 10 in. Min. Hook Strip /Cleat Gage Not Required 0.040 in. 0.050 in. 0.060 in. 0.070 in. 0.080 in. COPPER Min. Component Gage 16 oz 16 oz 20 oz 24 oz 32 oz Max. Vertical (Face) Flange < 3.5 in. 3.5 in. 6 in. 8 in. 10 in. Min. Hook Strip /Cleat weight' Not Required 20 oz 24 oz 32 oz 48 oz (RAS) No. 111 ook smp s be one thickness greater than that of the metal profile material, as commercially available. 5 Drip Edge and Gravel Stop 5.1 Minimum attachment shall include horizontal flange attachment with approved minimum 12 ga. annular ring shank nails at a spacing not to exceed 4 in. o.c. in a staggered pattern. Rows shall be approximately 3 /4 in. to 1 in. from each edge of the horizontal flange. Nails shall be fabricated from similar or compatible material to the drip edge /gravel stop. 5.2 Installation Requirements 5.2.1 Vertical flange dimensions shall be not less than 1 1 /2 in. and the horizontal dimension shall not be less than 2 in. wide. The vertical flange shall be of sufficient length to extend below the sheathing or other member immediate- ly contiguous thereto by not less than 1 /2 in. Table 2 herein lists maximum vertical flange dimensions for various drip edge /gravel stop materials. 5.2.2 Drip edge/gravel stop shall be fabricat- ed in lengths not greater than 12 feet. Sections may be joined by one of the two following methods: (RAS) 111.4 • `Butt- Joint' Method: Drip edge/gravel stop sections shall be installed with a 1/ in.- in. gap between each section to allow for expansion and contraction of the metal. A back or cover plate shall be installed at each joint with approved sealant applied between the edge component and the back or cover plate. • `Overlap' Method: Drip edge/gravel stop sections shall be installed with a minimum 4 in. overlap between each section with a bed of Approved sealant at each overlap. Slotted holes shall be pre- punched in the top metal section to allow for movement. 5.2.3 When a continuous cleat (hook strip) is required and the vertical flange exceeds 7 in., the `butt joint' method shall be utilized and a cover plate shall be installed. FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/11/2005 Applicant: DONALD Owner: SHOCKEY JOB ADDRESS: 432 Contractor KAWALEK, PAUL RICHARD Local Phone: 786 - 277 - 9540 Parcel # 1132060170370 NE 100 Building Permit Permit Number: BP2005 -1022 SHOCKEY DONALD ST Signed: (Contractor or Builder) Contractor's Address: P.O. BOX 531051 Legal Description: AMD PL OF MIAMI SHORES SEC 4 BY: Page 1 of 1 PB 15 -14 LOT 7 & 8 Fees: FEE2005 -9428 FEE2005 -9429 FEE2005 -9430 FEE2005 -9432 FEE2005 -9433 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $325.00 $10.80 $3.60 $8.20 $3.00 $350.60 Total Fees: $350.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/4/2006 Construction Value: $17,900.00 Work: TEAR OFF EXISTING TILE FLAT ROOF, REPLACE AITH A NEW MONIER FLAT CONCRETE COLOR THOUGH ALL TILES THE `JUL 14 PAID Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. BLK 89 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain re property, and in accordance with Chapter 713, Florida Statutes, the following informatio is provided in this Notice of Commencement. 2. Description of improvement: t — ro 4. Con tr a ctor's name and address: z_.33153 1 11111111 1 111111111111111111111111111111111111 CFH 20.05R0714361 OR Bk 23557 Ps 3645; (1PS) RECORDED 07/11/2005 13:36:54 HARVEY RUVIN, CLERK OF COURT MIAI11 -DADE COUNTY, FLORIDA LAST PAGE 1 1. Legal description of propeq and street/address: 3c: l v E )00 1V t I &Vv ) Sl�oreS F1_ 33)35 3. Owner(s) name and address: O O r\ Cd 321 k) 5 9 3rd - Micovii, 6hares Interest in property: 0 w h e r^ Name and address of fee simple titleholder: Pa ik,1 awale P ►0. Qox 531os7 M' 1 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. (thA Aveiro +inn ;e. 1 _ _, _. _ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain re property, and in accordance with Chapter 713, Florida Statutes, the following informatio is provided in this Notice of Commencement. 1 1. Legal description of property and street/address: 1 7: )ov £* I 6 ko reS ) FL. 33138 2. Description of improvement: i'1 t7 3.Owner(s) name and address: V o 661 1 S h o L g e,,' 32J IV5 q 3 rd , r Mi awtii 6hore 3313 Interest in property: 0 w h e Y Name and address of fee simple titleholder: 4. Contr tor's name and address: Pa ikA }< awA.I ek P , 8o x 52 )051 M 4_ 33)S3 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 date / Signature of Owner Print Owner's Name Sworn to and subscribed before me this 5 day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 1.3 . PP_rr'1 -fetr\ Ly m w BennbMO . itAy Conrn V 000�07U0 «/ Expires September 11 2005 S`PATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a ru coPY of t hey of origmel filed 'n this office on , A 0 20 � WITNESS m hand and 0f91csa1 Seal. HARVE • RUVIN,LLE• of CuCuit nd By 14 I. / , • iu o u n ty Cou D. C. 111111111111 Pettit) a wet/ el< Foi. Qx 53/05/ Ni tool ) FL 331 &3 Prepared by ,20 C-FF1 2 0.. I5R 0714361 OR Bk 23557 Fs 3645; (fps) RECORDED 07/11 /2005 13 :36:54 HARVEY RUVIN, CLERK, OF COURT MIAMI-BADE COUNTY? FLORIDA LAST PAGE Address: Master PermI No. 0 Contractor's Name Job Address ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles 0:-New Roof Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) - Boaz No. U,in.l 14.watei< L-1 3 ❑ Prescriptive BUR -RAS 150 ROOF TYPE IS Mortar /Adhesi Se I(l ❑ Wood Shingles/Shakes Are there Gas Vent Stac s? Yes 0 No Type: Natural 0 LPGX 0 Re- Roofing ❑ Recovering ❑ Repair ❑. Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 300 3500 350 Section B (Roof Pianl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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CC■ ■1C_- r. ■YI■ `�I�.-- . -ril ■ ■■■ ■! /U11■■ ■X C C � is C \ CC ■ ■ Ki ra■■ ■ ■■c ■ ■ ■ ■■ I ■■ i ■ ■■i r U . ril l ■■ cu e. ...C CC �p■ C e n C■ ■�i ■■at,r.a■.■ ■ a C 1111 EC C � a• mu � :n Wiry .C: t= C : C ■■ ■ll� ■■ ■. � - - -- -- ,_ - - • .ECG ■C NV p ■ ■ A .0 .. .. ■ . .■ a C C au C at: . as .: ■C: • •• • • • • • • • • •• ••• • • • • • • • • • 123_01-48 5/03 PAGE 2 • • • 1000. • ••••. • ..0 • • . ••• .1•1• .• • 00000 • 00000 • • Florida Building Code Edition 2002 High Velocity Hunicane Zone Uniform Permit Application Form. 1 Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, identify as "NA System Manufacturer. C 1* F NOA No.: 03 �- OS 0 I . � 05 Design Wind Pressures, From RAS 128 or Calculations: � ^ Pmax1 5. Pmax2: V 1,3 Pmax3 :1. 1 ' Max. Design Pressure, Froalhe Specific NOA System: — 5a. Deck: I J Type: WOO a Gauge/Thicimess: Slope: Anchor/Base Sheet & No. of Ply(s): base i ho as Sh tviastenel' (,/ NBQn�iclg8lu��th Caps 9 Insulation Base Layer Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: 5� g I/ Top Insulation Layer. Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): p I y f I b e rBlas Base Sheet Fastener/Bonding Material: Ply Sheet(s) .& No. of Ply(s):4 — pJy"F ber3lass Pl @t Fast�er Ply: " GA- F l To y1 Cap `t Top n� M � \ p silo Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment ment Q Field: q ' // oc © Lap, # Rows a @ 7 • oc Perimete D ' oc @ Lap, # Rows Y. @ 6 ' oc Comer. q "oc @ Lap, # Rows S. @L•oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. AF Mi neraL 4 Cap s h ee4 3)(3 gale 4nP a 1t115 bc6es • VIII woo (I, •. • • FT. • • • • . • Parant fielatt •• • • • •• Woo( • • . • , .... Mean • • • • .:,•:•: Height • • .•• . ••• • .. •. • • • 123_01-48 5/03 PAGE 3 •� ••••• • •..•• • • ••• • • • •• • • •••••. • • •...•• • • Roof System Manufacturer: 0 V' et Notice of Acceptance Number: 02_ 121 r 1 C Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 1 49%6 P2: loot P3: I DO%b Maximum Design Pressure 1 (From the NOA Specific System): 1 Sig Method of tileattachment:: I F-004NA 0 hey, the Roof Slope: 3 : 12 123_01-48 5/03 • PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulatlon: re Barrier: Ridge Ventilation? 1k sten Mean Roof Height: I x 6 30 F l N1 1� N/R • • • • • • •• • er Type & Spacing: dhesive Type: q' ype Cap Sheet: oof Covering: •.•• �ruw • • • A=Fc)0_51Fd* Mo r lal-1- co to r4ilt-04 Type & Size Drip dge: 3 x.3 fj&J v •. • • . ••.•• •� .•••.• • • •• •• • • . . . • • • • • • • • • . .. • • • • Where to Obtain Information • Description Symbol Where to find •• • • • Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engmeetiag analysis prepared*, PE based on A C 7 Mean Roof Height H Job Site • • ' _••• • • • Roof Slope e Job Site • Aerodynamic Multiplier _ x NOA • • • • • • • Restoring Moment due to Gravity M NOA • • • - _ _ Attachment Resistance Mf NOA • • • a Requited Mom an Resis aooe Mr Calculated • • • • • « Minimum Attachment Resistance F' NOA • • Required Uplift Rceistmcc - F, Calculated Avux Tile Weioht , W NOA i1 D 1= length a= width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code Edition 2002 h V = • . Hurricane Zone Uniform Permit ;.'cation Form. Section E (Tile Calculations) For Moment based tile s ystems, choose either Method 1 or 2. Compared the values for M, with the values from M If the M r values are greater than or equal to the Mr values, Oreach area of the roof, then the tile attachment method is acceptable. ry Met (P1: ' 0 z . (P3:I0Ote zX Tile Cale - Mrt tio Per RAS 127" , I S NOAH NOA Mr I C � J � NOA M, 1 1 9 1 " I Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1%) From Table Below NOA M M. Required Moment Resistance* Mann , Roof Height Roof Olopa 3:2 15' 34.4 36.5 3:12 4:12 5:12 6:12 7:12 32.2 30.4 29.4 26.4 244 344 322 30.1 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 28.0 25.9 30.5 28.2 40' .• 422 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F 1f the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P zl: — z w: ) —W: z cos 9: = F NOA F' (P z1: m z w:- ) —W: cos 9: = F NOA F' (P z1: — x w: ) — W: z cos 9: = Fr3: NeAF' - •••• • • •••• • •• • • • •• • • •• •• •■ • • • • 123_01 -48 5/03 PAGE 5 • .. • • ••• • • ••• • • - • •••• • I• • owner's/Agent's Signature 9 n, aw - a.,L,_ c o la -IngoO OCALS- n r . ..,aeen o v ui..d.c :TION 1524 URRICANE ZOrQUIRED OWNERS NOTIFICATION FOR ROOFING IDERATIONS lGF / jOC r f / Pert to this section, it is thnsibility of the roofing contractor to provide the owner with . re oof` ermit, and to explain caner the content of this section.. The provisions of Chapter ,5 of r/dcr /ding Code, Building t h e .. ________ts and industry lowing items should be addressed as part of the agreement - exp la 0 • esthe s- �Vorkmanshi P: The ianship provisions of Chapter 15 (High Velocity Hurricane . —one or the urpo of providing that'ofing system meets the wind resistance and water intrusion 3� a ( erfo a standards. Aesthetics ppearas sues are not a consideration with respect to workmanship prov{ Aesthetic issues such as color orl ctural appearance that are•not part•of.a zoning code, should b. ad ed as part of the agreement. betweeOwnevand the contractor. - • . Renailing Wood Decks: When icing roofing, the existing, wood, roof deck may have to be z n accordance with the current provi jof Chapter 16 (High Velocity Hurricane Zones) of the Florida $ u i1 Code. (The roof deck :is usually con i.1 prior to removing the ex isting roof system). 3 . Conin n Roofs: Common roofsthose which have no visible de lineation between neighboring units .e. townhouses, condominiums, etc.) buildings with convi�on roofs, the roofing contractor and/or o ven • should notify the occupants of adjacenfts of roofing work to be performed. 4• Et posed Ceilings: Exposed o e viewed frost below. The owner p ram ceilings are where the underside of the roof decking can be Y wish & aintain the architectural appearance, therefore, roofing nail p enetrations of the underside of the deckin i not be acce table. The Florida Building Code provides the option of maintaining this appearance. g p 6 5. Ponding u ry Water: The current roo''st ' cause water to pond ( a n lnw_ ens and/or deck of the building nay not drain well and may distress and may require the review lyig areas of the roof. Ponding can be an indication of structural of a ofessional structural engineer. Ponding may shorten the life expectancy and performance � • y � • of the new roofio g s stem. Ponding conditions may not.be evudettt• until t118 ;. or iginal roofing system is removed..Ponding conditions should be corrected. • 5 r € •• ...... 6. Overflow scu • • • • • r peers (wall outlets ): • • • is o verloaded from a build up o f water. Perimeter /ed a walls o rother roof e t nsio s ma : il' ck thi�disc!harg • • . oV erflow scuppers lWall outlets) are' not provided. It may be necessary to instaj Apigrflow scuppers 'Ifl' • ' a ccordance with the Florida Building Code, Plumbing. • 7. Ventilation; Most roof structures should have some ability o vent natura afrow• tl flfi t}lp . .. • interior of the structural assembl Y (the building itself). The existing amount of attic :ventilation ta1l.not be • ., • roo reduced. It may be beneficial to consider additional venting which can result in extending the servi>rg.1 fo of the f. etu a own nd the contractor. The 's initial in the adjacent box indicates that the item has.}4een 6 /613/ 05 uP c-')qoutxzei Date Contractor's Signature M IA M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete 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 shalt 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. Failura to eonnply •.. . 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 &owed by ' • the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed the 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 cli ttors • • • • • • and shall be available for inspection at the job site at the request of the Building Official. ...... • • • • •••• This NOA consists of pages 1 through 6. • • •••• • The submitted documentation was reviewed by Frank Zuloaga, RRC • • • • • • •• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 .... • 0 00 0 00 • • . ••.•• • • • • . •. • • 0 0 00 0 .•..•. • • • S• • •• • • 0 0 0 00 0 • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test AQencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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. . , PRODUCT DESCRIPTION Manufactured bv Test Dimensions Specifications 1= 15" w = 10' / 1 1/4' thick 1' = varies w = varies varying thickness 25- 7094 -8 25- 7094 -5 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 PA 112 .., Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 M arch, 1994• • • • •. :WY j994 • . • 000000 •OgC•199 • •Y.• 'roof, • • • .....• Tice.1994 ..•••• • • • • • 0,c1.. 1494 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page2of6 •.•• •• • • • • .• • • ...• • • . • ••• • • • •• • • • •.•••• • • •..•.• • • ..•.• • • •.••.. • • • 000000 • • •.•f,•. • Test Aeency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03` Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Date Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) • Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) :: Wind Tunnel Testing : Aug. 1994 PA 108 (Nail -On) ' Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Physical Properties Sept. 1994 PA 112 - Static Uplift Testing Dec. 1998 PA 101 March 1999 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25.7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System March 1999 Sept. 1999 ..•. • etrusv/19915•••• 11 W1996 •• ...... • • becgrnber •• .... • •.•144 •. • • • • • • • • •••• &Iarcb 1995 ••••• • • • • April r999 April 1999 No.: 02- 1211.08 Date: 12/16/07 Date: 01/09/03 NOA Expiration Approval Page 3 of 6 • ••• • • • •• • • • • 000000 • • 00000 • • • • • • • 000 0" • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 • 0.865 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) ...... Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 " :12" 7 ".1'2 6r greatej- Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirtcpeGlt 6.0 - 5.9 5.8 5.6 j 5A • • • Table 2: Aerodynamic Multipliers -11. (ft Tile Profile X (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 • 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. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile 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 .• 000000 • • • • • • • . • • NOA No.: 02 1211.08 Expiration Date: 12/16/07 Approve. 'date: 0:/C9 /C3 Page 4 of 6 •••• • • • ••• - •• • ..•• • • • •. • • • • . •• • • ...••. • • • •••••. • • •••••• • • ••••• • • .•...• • •••• • • •••• • • • • • • • Table 58: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf): • for Mortar or Adhesive Set Systems • • • : _ Tile Profile Tile Application Attachment Resistance • Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 40.4+' _- • • Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Mr (ft -Ibf) ■ Adhesive Set Systems . • • .•. Tile Profile Tile Application Minimum Atttbhment Resis t •....• ance_ Monier Lifetile Atlantis Shake & Slate Tile PolyProTM 118.§ 18 • §.-- . PolyPro• 40.4+' _- • • 4 Large paddy placement of 45 grams of PolyProm _. -- - 5 Medium paddy placement of 24 grams of PolyPro^'. ._ • • -• Table 4: Attachment Resistance Expressed as for Nail -On Systems a Moment - Mr (ft - Ibf) Direct Deck (min 15/32" plywood) 30.9 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 7.3 14.0 30.8 51.7 24.3 19.0 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0: Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 2- S- oc'.'- c- Screw Shank Nails (Field Cli 35.5 35.5 ' 34.8 p) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 65.5 48.3 2 -10d Ring Shank Nails' 50.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. 32.2 Table 5: Attachment Resistance Expressed . as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Adhesive Monier Lifetile Atlantis Shake & Slate Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3' NOA No.: 02- 1211.08 Expiration Date: 12 /16107 Approval Date: 01/09/03 Page 5 of 6 •.0• .00. . • • • • .. 0000 • 0000 00 • • • • 1• • • •00 • • 000 • •0• • • • •1 • 1•••.. • • •..••• . - •.•••• • • •0••• • • • • S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 D RAWIN GS WATERLUX 16 WMTERLOCK OVERLAY MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • •• • ... • 1 .111• •• •. • •••• ••••• • • • • • 11 • • • • • • • • • • •• • NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 6 of 6 •• • • •••• ••• • • • •• • • • • •••• •• • • • • •• • • •••• • • • ••• • • • • • •. • 11.11• • • • •••••• • • •••••• • • ••••• • • 00000 •••••• • • • •1111• • • •••••• • • • 1 -2001 • I6:24 FROM-ABC SUPPLY 048 '/21/o1 LION 13 :08 FAX 954 578 1042 MIA M AOE PROD U T CONN NOTICIt I'alyroam Products, Inc. 2400 Spring- Stucbnvr Rood Spring ,TX .77383-1132 APPPPOVr1): D1 /I4/2001 "• 1.2i ;00011.c2(P:'+Itcrnpi:IcA/+oUCe ICC•pante ro,or wto,doi 561 585 465T T -7T9 P.00I /008 F POLYFOAM PRODUCTS, INC. Q02 PTA Iv AR 2 MIAMI•DADE COLT -y FLORI METRO - DADE FLAGLER LIUILDING DUILDINC CODE COMPLIANCE OFFICE MI TRO -DADS FLAMER AUII,DINq 140 wlISTTI,AGLER S RECI; SUITE 1603 MIAM t, FI.ctRII3A 33130430 (305) 373.2901 FAX (105)37S-20m COprntAr'IY3K I.tcENNl ac sl :C-110N Gust 3 -2527 FAY (303) 373 -2nK Covt7ui71.ok 1 :N1:OKK0:atwvr Irlv),roi (30$) 373.2966 FAx (3113) 3734'11 NIODUCI CO TKOs. ptvl t -1002 FAX (303) 372.63.19 Your application foc,Notice of Acceptance (NOA) of: • Two Component Polyurethene Foam Adhesive tinder Chapter 8 or the Code ot'Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Mi(tmi -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for'quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the. right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Building Codc. Florida The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE ANCF_ NO.: QI - n521.n2 EXPIRES: OS/10/20D6 Raul flodrigue Chief Product Control Division 111. S T111; CfvFAISI S • : i nt . Al. PACTS FOR SPE CONDITIONS n �Nr. f IJTLDING Qnnr & P12OpUCT ItV:VIF.w COMMITTEI •• •• •• • • • ••• • •• 000000 •• •••••• This application for Product Approval has been reviewed by the I3CC0 and approved by NAtuiiding• Code and Product Review Committee to be used in Miami -Dade County, Florida under the gQltdlttotts set" • forth above. ..•. • • •••• • • • • • •... • .• • • • • •• • Francisco J.` R.A. k 2 tutor 1 lami�Doch, Cotinty Iluiltliri,g Cnie Compliance Office • .• • • ••• • • • • . • • • • •• • • •• •. • • • •. • • ••• • • 16:7.4 • FROM -ABC SUPPLY 048 1 ICON 13:08 FAX 954 878 1041 POLYPOAM PRODUCTS.INC. Oa �Iv fgltm Products, inc. ACCEPTANCE No.: 4 -f1S tOOFING ASSEMBLY APPROVAL :glumy: itooFnb ;u1)- Category: Roorfile Adhesive 'lot crittls : Polyurethane SCOPE This approves Polypru© A11160 as manulucturcd by Pulyfu »tm Products, Inc. as described in Section 2 of this Notice olAcceptance. for the locations where the design pressure requirements. as determined by applicable building code, does not exceed the desibn • pressurc v1Iues obtained by Calculations in cctiiplitincc with Rdefing cation Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using PolyproOD AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCT DESCRIPTION M:tnufnctureit by Test Product ' A pplicant t)intenNinn!t Sped llcutIn ut Ilusdrik PolyproOD AH 160 N/A PA 101 Two component polyurethane Foantprott RTFI000 N/A Dispensing Equipment ProPoct: ®30 S. 100 N/A 561 585 4657 T -779 P.002/006 F - 260 Approval Date: Jane 14. 2901 Expiration Doh:: May 1013(106 Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dude County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro Al I 16 roof the adhesive. • ••• •• • 2.2 Typical Physical Properties: Prnnelty C� Density ASTM D 1622 Compressive ASTIvI h 1621 Strength Tensile Strength ASTM D 1623 Wntcr Absorption ASTM D 2127 Moisture Vapor ASTM t 96 Transm iss inn Dimensional Stnhility ASTM 1) 2126 1 Results 1.6 Ibsj11.' I B PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise n.o8 Lbs./F1 11 fern, / Inch +0.07% Volume ChanLzc n -40 F.. 2 weeks i 6.0 "/w Volume Chan ,e 67) I ltuniility, 2 week: •11.1 • •.•• 1 0 00000 •.1• • • •11•.1 • • • • • 1.11•• • .. • • • • • •. •• • • •I 01110—immir"" Prank Zuloagn, ItRC Product Control L•x miner ® 003 •••• • • • ••• •1• • • • • .••• • • • .•• • • • • • • 1• • • • • • 1.11 • ••• • •. •• 00000 • • 11.1•.• • • ••11•• • • •1••• • • •1111 1111•. • 1 • ••.•.• • •111•• • • 18:25 FROM -ABC SUPPLY 048 , H011 13:09 FA3 954 578 1042 561 585 465T T - TT9 P.003/008 F - 260 POLFFO /A PRODUCTS, INC. ICJuu 4 olvfoam Products, inc. ACCEPTANCE No.: 01 0.521.02 lote: The physical properties fisted above are presented as typical average values as determined by accepted ASTM test methods and arc subject to normal manufacturing yarintiou. LIM iTATIONS 3.1 fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 1 olypro® A1.1160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum undcrlaynients shall bc in compliance with the hoofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A1-I1.60 roof _tilc.adhesiv.e.witl.t.their tile. assemblies. shall test in ace orda.nee.w..'ith.PA.101...._ ..... 3,5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof the adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, F ( w MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall bc applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assenibly' adhesive attachment with the use of Polypro0 A1.1160 shall provide sullicient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Minmi -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tilt adhesive and its components shall be installed in • • accordance with Roofing Application Standard RAS 120, and Polyfoam Products, ME, olypro® AH 160 Operating instruction and Maintenance Booklet. • 4,4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed•• by Polyfoam Products, inc. Polyfoam Products ]nc. shall supply a list of approved • •••• applicators to the authority having jurisdiction. •• • • • 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "S" component 510111 • be maintained between 1.0 -1.15 (A) : 1.0 (13), The dispense timer shall be set to • • detk er 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings" • • shalt be approved. 4.6 Polypro® AI.1160 shall be applied with Foampro ft'I'F1000 or ProPack® 30 & 100 dispcnsinu equipment only 4.7 Polypro® A1.1160 shall not bc exposed permanently to sunli Franl Zuloaga, RRC Product Control Examiner • • .... .. .•.. • • ... • • •. .. ...... • ... ... • .4,00 • • ..... .... • • •• • ..... • • • •• •• • •..•. • • • .••• .••.•• • • • • • • • . ••• • • • .. • 1 awe 1: Atli csivc Placement For Foch Ccncric Tile Profile TileProfile Placement Detail Single hihdy Weight Min. (grams) Two Paddy Weight per paddy Min. : rnma Flat. Low. hlig Prertl� _ High Profile (2 Piece flarrcl).... Flat Low, Hig Profiles ti 1 __ ............ 1................:... UU2 3S N/A t7 /side on and 34/ an 24 -.N /A- .......' N/A Flat, Low, High Profiles #3 8 6:2E FROM -ABC SUPPLY 048 561 585 4657 T -179 P.004/008 F -260 WON 13:09 FAI 954 5711 1042 ruu rvAA rxuuut.i, gym.. tivfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHIGO has bccn dispensed. 4.9 Polypro® AH 1 60 placement and minimum patty weight shall be in accordance with the 'Placement Details herein. Each generic tile profile requires the specilie placement noted herein, 5. LABELING All Polypro® AF-1160 containers shall comply with the Standard Conditions listed herein. 6. 13UILDiNG PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, 4 ACCEPTANCE Na.: 0t- O52 (•.rank Zuloaga, RRC Product Control Exarnincr • ••••• •••• • • • • ••• • •• • • • • •••••• •••••• • • •••••• •••••• • •••• • • •••• • • ••••• ••••• • • •• • • •• • .... •• • •• •. • • • • • •••••. • • • • •••• • • ••••.• •••••• • • • • • • • ••• • • • • • 6 :25 - FROM -ABC SUPPLY 048 I vf o ant Prodtl(s Inc. EP.G•sum 7 111 I 11ep Il,nil■ 711.1 tan cunt 1•II: yap 10'rthl 10Pe• / la. op Lon. •/•p1104$ palls (bn sasa 11p1 OWN) 711 SW plcl spolksl•111 M411nsiA p4s•c WWI of' nail N pupil pistils *milli 3+lup• p411It cement omen. n tom 561 585 4657 1-779 P.005/008 F -260 HON 13:09 FAL 954 570 1041 ruLlrUA1 rKUllu* 1a, 1 Mt, . ICNA1 oar p a MAIN' LOPPVL 1 %A. up I •17 PM" ACCEPTANCE No.: 41- 0521,02, ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 11 Nei e7I•y11dstirs se rdlkle 17le 7a Ware WOO 14 es.un r11n W '1. MO 7) Um sows u*J4 teat tin •1nc1M lA k\ i � Is 1 14. Ii woks Weaves 11• Tlr • ln,laY IN H•. taws damn) 4 J1e3j� I � r W.. phe tub Frank Zuloaba, R.RC Product Control Examiner SW** • OpYw1. • • Ping, YAP • 0 0 .. min • .• 0800 • •• • • • • • • •••••• • • • • • • • • • • •• • •0 • • • • • • •••••• • • ••• • • • • • 0 000 • • •• • • • • •• • • • • • •• •• • ••• • • • • • 000000 • • 0000• • • • ••••• •••••• • •• ••8••• • • •••••• • • • 18 • FROI1 -ABC SUPPLY 048 HON 19:10 FAX 954 578 1042 °Art Products inc. A micsi ye PLACEMENT DETAIL 3 Dou OLE PATTY rough pla,dcccmenl II Mei fbelwoen Ohl Wel /under Ills) All paddy 561 585 4651 T -779 P.007 /008 F -260 POLYFOAN PRODUCTS lop of to Singh paddy J 111, under die r 3 In. GIs paddy on ur• nsm ACCEPTANCE No, : 01- 0$21,02. Nell through plastic urenl In.' 3 In. Singh paddy es undrrlayternt Singh caddy on top OM f a+s Courx 1 441n. e 3 ln. Single 4In. giddy under ndo• `. leymonl Single reddy under the Earl Clones Nail through plastic rerun. Undo d ymonl 1 Frank Zulonga, RJtC Product Coutrol Examiner Single p.eddy undor Ills ■■••■••■■, ... Single paddy between IDa 3 In. r i In, ntrAUre en paddy On courro any • • • • • •• • • •••• • • •••• •••••• • • •• •• • • • • • • • • • • •• • ICt �tve Fnde Weephoto [are clwun Dip edye •••• • • •••• ..•••• • •• •••••• • • • •••••• • • •• • • • • • •••• • • • •••A •• • • • • • • • •••• • • •••• • ••• • • ••••• • • •••••• • • • 000000 • • •••••• • • l:25 FROM-ABC SUPPLY 048 1MN .13:30 r'A.t a 54 516 All4Z 561 585 4657 ruLsruAp f AUI,V%JQ, 411% • • 1 -778 P.008/006 F -260 yfottnl Products, TJc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acceptance (approval) shall be considered tiller a renewal application has bets) filed and the original submitted documents, including test- supporting data, engineering documents, arc no older that eight (11) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Mi:uni -Dade County Product Cuntrol Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: There Ins been a change in the South Florida Building Cork affecting tho evaluation of this ,product and the product is not in compliance with the code changes. b. The product is do longer the s tmi •product (identical) as the one originally approved. c. (f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. • d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture or the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds For removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance 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 Notice of Acceptance is displayed, Uicn is shall be done in its entirely. A copy of this Acceptance as well as approved drawings and other documents, where it appliessha1 '....• be provided to the user by the manufacturer or its distributors and shall be available for inspectlap'st: ••• • the job site at all time. Thc engineer need not reseal the copies. • t Failure to comply with any section of this Acceptance shall be cause For termination and remo°al•oF • . " ". Acceptance. . .••• ), This Notice of Acceptance consists of pages 1 through 8. • •• • •••••• • • ••••• • END Of T111S ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner • • • • • •• • MIN • • • • • • • • • • • •••••• •••••• • ••••• • • ••••• ••••• :• • • •••••• • • •••••• • • SCOPE: IDADE BUILDINC CODE COMPLIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361. Alps Road Wayne, NJ 07470 d flr This NOA is being issued under the applicable rules and regulations governing the use of construction • The documentation submitted has been reviewed by the I3CCO 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 (A11J). MIA!V1l -DADS COUNTY, FLORIDA M E1RO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3 (305) 37 5 -2901 FAX (305 f 3 ?'?9G ., I t!1 C o,.4,: • This NOA shall not be valid after the expiration dale stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the Ali (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 AIU may inunediately revoke, modify, or.suspend the use of such product or material within their jurisdiction. BORA reserves - the tight 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 High'Vel'otity Aurncane Zone of the Florida Building Code. .. --- DESCRI 1 , 11ON:.CAli' Conventional Built -Up Roof System for Wood Deck. 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. - •• • • ••• • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be av ailable for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC 301 1 3 ZOOS NOA No: .05 1:1:• iratio• Late:-11V 1,8;000, FLA• ApprovatnYt t f, ,103 M- 1 _._Pagc ut 21 •••• RENEWAL of this NOA shall be considered air a renewal application has been filed and there has..b eu- no- .- ; .;'- - -`- chanE�,e in the applicable building cote negatively affecting the performance of this product. '.••' •.. •_-._._..- •' ...... .. TERMINATION of this NOA will occur after the expiration date or if there has been a revisio - net e • • materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorscmSitt'et'tyny_�`"--'; ----'- product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failurlstdbornply • • • • with any section of this NOA shall be cause for termination and removal of NQA. • • : r ,. ; ~, . • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, jtnd'fo lowed py.. • • the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it stall..• • • • be done in its entirety. apBOVED • ROOFING SYSTEM APPROVAL Cateaorv: Sub- Catcgorv: Deck Tope: Maximum Design Pressure Fire Chtssilieation: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Pru.duct GAF Asphalt Concrete Primer (Matrix 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat u Emulsion (Matrix'" Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixrm System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix Standard Wet/Dry Roof C uient 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Prernium Flashing Cement G AFGLAS® #'75 (iAFGLAS #8O Ultima 13ase Shcct GAPGLAS Flex l'lyT"' 6 Roofing BUR Wood -75 psf See Genera] Liimitation. #1 Dimensions 5, 55 gallons 601b. bags 5 gallons Test St'ecitication ASTMD41 ASTM D 1863 Product Descri plion Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced rooks. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits acti sioi Ito • wet and dry surfaces. ASTM 1) 4586 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM 2178 • Fiber reinforced, polymer modified Flashing .... cement Asphalt flashing Cement_ .... . • • • . • . • • • . • • • .. • Asphalt impregnated and coated glass ruat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 05113.05 Expiration Date: 11 /04 /08 Approval Date:10 /23/03 Page 20,f21 .... • .... ... • • • • .. • • • • .. • • .... • • .... • ... • • • .. • Product GAPGLAS Ply 4( GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT C) Eliminator Perforated Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide GAFGLAS® Flashing Various GAFGLAS « 39.37" (1 meter) STRATAVENT wide Eliminator Perforated Nailable RUBEROID ,® SBS Heat- 1 meter (39.37") Weld'''nt Smooth wide RUBEROID t© SBS Heat- 1 meter (39.37 ") We1dT'`t Granule wide RUBEROU)® SBS Heat- 1 meter (39.37 ") Weld• " 170 FR. wide RUBEROID® S13S Heat - 1 rneter (39.37 ") WeIdTM PLUS wide RUBEROID® SI3S Heat- 1 meter (39.37 ") Weld PLUS PR wide RUBEROID® SBS Heat- 1 meter (39.37 ") Weida' 25 wide RUBEROID Modified 39.37" (1 meter) Base Sheet wide Ruberoid® 20 Ruberoid® Mop Granule 39.37" (1 meter) wide 39.37" (I meter) wide Test Specification ASTM D 2178 A ST1v1 D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM 0 -6164 ASTM D -6164 ASTM D -6164 ASTM 04601, Type II, UL Type G2 BUR Product Description Type 1V asphalt impregrnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non••Woven Polyester mutt coaled with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and stu with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester that coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated wills fire retardant polymer iodified asp1tsi>,t'and surfaced with mineral granules Non -Woven Polyester mat coatedwiith polymer - modified asphalt and faulth surfaced. "" Premium glass fiber reinforced Sir- modified base sheet • • • • • • ASTM D 6163 SBS modified asphalt base shet't t1 ASTM D 5147 interply sheet reinforce with a glass fiber mat. ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/0 4/08 Approval Date:1U /23/03 Puge 3 of 21 .... • ... • ... • • • .... • • .. • • • • .. • • .. • .... • • • ... • • • • Product Ruberoid© Mop Plus (Granule) RUBEROID MOP Smooth RUI3EROTU O MOP 170FR RUBEROID D MOP FR RU13EROIDO TORCH Smooth RUBEROID ® TORCH Granule RUI3EROIDU 'TORCH PLUS (Granule) RUl3EROIDO TORCH FR RUBEROID 170FR TORCH R1.113EROID ® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SI3S R[BEROIDU Dual FR Test Dimensions Specification 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) A. STM D 5147 wide 39.37" (1 meter) A.STM D 6222 wide ASTM D 5147 39.37" (1 meter) L .STMD 6222 wide • D 5147 39.37" (1 meter) Wide . 39.37" (1 meter) ASTM D 6163 wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 wide .ASTM D 5147 39.37" (1 meter) .ASTM D 6298 wide ASTM D 5147 mineral granules. Prod uct Description ASTM D 6222 Non -woven polyester rnat coated with AS "rM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth • surfaced. ASTM D 6164 Non -Woven polyester rnat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM .D 6164 . Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 1 -leavy duty, polyester reinforced, asphalt modified bittunen rembrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule. surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen .... membrane, granule surface. • • • • Non -woven fiberglass neat coated ll'it(f • • • • .. polymer modified asphalt and AM ! with Non -woven fiberglass mat coatedMth fire retardant polymer modified aspMI 'dh0 surfaced with mineral granules. • • • • • Woven fiberglass mat coated wi th Polymer • • • • • • modified asphalt and surfaced lith •• . aluminum, copper or stainless steel foal. 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with tile retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 4 0121 .... •... • • .... .. . • • • .. • • • •••• • • • • • • • • Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Aluminum Roof Coating Fi.bcred 302) GAF Built-Up Rooting Asphalt • RUBEROID MOD Asphalt, Asphalt L.1 Asphalt P Tile -Mate Base Sheet Tile -Male Cap Sheet Shingle- MateT " Underlayment Top Coat® Surface Seal SB (Matrix 602 SB Coating) GAP WeatherCote® MB-1- (Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCote (Matrix 531 Weather Cote® Blastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (RuheroidOMB) Matrix 201 System Pro S13S Flashing (RuberoielOMB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 lb. cartons, bulk 6(1 Ib. kegs 4 sq. roll 30 lbs. 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM 1)3019 5 gallons ASTM D3019 Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, 11, III and IV SEBS modified asphalt 39.37' (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. • Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfdce.l'arQi mineral surfaced roofs. Surface coating for smooth s►u mineral surfaced roofs. • • • • • • • • Surface coating for smooth surfaced and •..•.• mineral surfaced roofs. • • • • • • Cold Applied Modified SEBS tisphall Adhesive •• • • Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501..05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 5 of 21 ••.• • • ••.. ... • • • .• • ..•• • • .. • • • • .. • • .... • •••• • ••• • • • .• • n.s.os r 1 jisi. VVICIVIt171 1... • . Product (RubcroidOM13) \4atrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement 'Matrix 213 Gun (h Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RW.MT- 1ROID® Modified Bitumen Adhesive APPROVED INSULATIONS: Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (A.h'1'EMP Isotherm R, RA, RN & Composite, Energy Guard RA GAFfElvlPO Composite A & N ..am. , r_iucuuo 1tme: 1:uo:au rro Test Specification AS"I'M 1)4586 ASTM D4586 ASTM D4586 ASTM 1)3019 'rA I LE 2 Product Description Polyisocyanurate foam insulation Polyisocyauiurate foatn insulation with high density fiberboard or I'ermalite perlite ins ulation. Fiberboard insulation. Pcrlite insulation board. Cut perlite board Perlite recover board Tapered perlite board (BMCA)GAF I.'13IYIPO Fiberboard GAf` I'E:MPW Perr.nalite GM-TEMP GAPCANT (,,AM J_ N11' t'crnralitc Recover Board GAFTEMP GAFEDGE Tapered ELIgc. Strip (IIMCA) GAFTl;l' 1 )) High Density High density wood fiberboard Fiberboard 1iMCA EnergyGuard, RA BMCA. Composite linergyGuard, RA Polyisoe yn /wood fiberboard composite Polyisocyanuratc foam insulation Polyisoc yanurate foam insulation 1'Y IzOX \Vhite L Polyisocynurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ASTM D 2814 Fibered aluminum coating. ASTM 1)2824, Non- frbercd aluminum pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type Ill insulation. Manufacturer (With Current NOA) GAF Materials Coq). GAF Materials Corp. GAF Materials Corp. GAF Materi Q rp. GAF Materials Col p. GAF Materials burp. • GAF Motet CAYp . • • GAF Materials • • • • • • 11MCA . •. •• • BMCA Apache Products Co. Apache Products Co. NOA Nu: (13- 0501.05 Expirutiuu Dote: 11/04/08 Approval Date:10 /23/03 Page 6of21 rauu / ul tC •••• • • •••• • .•• • • • • • •• • • • ••• • • • • • • • • • • • •• • •.•. • • .... • • . • • ••. • • • • •• • Fastener Number 1. 7. 3. 4. 5. 6. 1S0 95+ APPROVED INSULATIONS: Structodek Product Name ACFoam 1, II & Composite ISO 95+ Composite Wood Fiber Nigh Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Multi- Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Product Name GAFT1'1'E® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec®) ASAP GAF I'.ITEOO (Drill -Tec ©) Base Sheet Fastener and Plate Galvaltunc Plates (Drill- Teo OD Metal) Polypropylene Plates (Drill -Tec ID Plastic) Dekfast Fasteners #12, 414 &..x'15 TABLE 2 Product Description Polyisocy anurate foam insulation Polyisocy anurate foam insulation Polyisocy anurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions Insulation fastener for • steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume plates. Round polypropylene stress plates. Insulation fastener for wood, steel .uid concrete decks stress 3" and 3' /z" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer ( - With Current NOA) • •, • • GAF Mat4rialstorp. •••• .. • ... • .. • GAF Maters Corp. • • GAP Matt'rfals Corp. • • • .. GAF Maarial, «rp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03. 0501.05 Expiration Date: 11 /04/08 Approval Date:1 U /23/03 Page 7 of 21 • .... • • .... .. • • • • . • • .... • • .... • ... .. • • Fastener Number APPROVED FAS'I'1 NERS: 7. Dekfast Ilex Plate 8. Delcfast Lock Plate 9. #12 Rcofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16'. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. btsul -Fixx S Plate 20. Irtsul -Fixx P Plate 21. "Cru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates Product Nance TABU 3 "Product Description Galvalt_trne hex stress plate. Polypropylene locking plate. Insulati on fastener for wood at.nd steel. Galvalt.une stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel p lute 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3' /s" 3 " /a" 3 " round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners . Inc. Construction Fasteners Inc. ITW B uildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler 0000 •••• The Tru l:air ••• • .. . The Tru-*tiskerp. •••• The Tru- F'a!t • • • • • • .. • NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10/23 /03 Page 8 of 21 • 00 • • 0001 00 • • • • .. • • .0 • • ..00 • 00. • • • • • • • • • • • • • • • • • EVIDENCE SLT23MITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. 1RTofS.Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM 3.I.ODOA8.AM J.I. OD1A8.AM J.I. 0Y9Q5.AM GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02-014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 • • • • • . • • .... • • .... • • .. • • • • • • • • • • .. • NOA too: 03- 051)1,05 Expiration Date: 1111)4/08 Approval Date:10 /23/03 Page 9 • • • • • . .... ... • .. • .... .. • • • • .. • • .... • • •••• • ••• • • • ■tisFAXtion Frojn: J''tlheeler To: X Dale: 12/2 /2003 lime: 1:58:36 PM Deck Type 1: Deck Description: Wood, Non - insulated 19 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 IJltirnaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat - Welder{ Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 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 lap staggered and in two rows 12 o.c. in the field. (Maximum Design Pressure -45 psi; See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #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. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 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 Is fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (gazigwin Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attachcd to deck with Drill -Tec (GAFTITE) #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 shatnk:rails • • and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener %paCitt of • 9" o.c. at the 4" lap staggered •••• •••• p ggered in two rows 9" in the field. • •••• •••• (Maximum Design Pressure - 60psf, See General Limitation #7) . • _ • • GAFGLAS #75 Base Sheet or any of above Base sheets attached tot ek ' ,jth •,, •. • Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rp.One • row is in the 2" side lap. The other rows are equally spaced approxifnate'lyt" o.c. in the field of the sheet. • • . • • (Maximum Design Pressure -75 psf, See General Limitation #7) • • • Ply Sheet: 4 One or plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MUPSmoot or UBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. fr (Optional) One ply of G1$FGLASQ® Mineral Surfaced Cap Sheet adhered in a full mopping of approved as aTt appTled the Lv 1 range and at a rate of 20 -40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 4,1'21 Page 19 of 22 • • .... • • .. • • • • •• • • • • • • • • • • • • • .FAXlion Frorr : .iWkeeior Surfacing: Maximum Design Pressure: To: X Dale: 12/2/2003 Time: 1:58:36 PM Pape 20 of 22 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 - 1.5 gal/sq. See Fastening Above .... • • • • • . • • • • • • •• • ••• • • •• • • • • •• • • • • • • •• • • • •. .. • • • • .• • • • • • • • ••.. • • • • •••• • • • . • • • ••• • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 • • • • • • • •• • • • - 4 • WOOD DECK SYSTEM LIMITATIONS: • 1 A slip sheet is required wish Ply 4 and Pies Ply 6 when used as a mechanically anchor sheet. 2. Minimum V4 ens Deck or '/z Type X gypsum board is acceptable to be installed wood deck fastened base or direct) • y ovct the G1?i's 1:1 Ai.. L.1MITATIONS: 1. Fire classi frcation is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation xnr:y 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 PVT range 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 applies[ in approved asphalt, panel size. shall be 4'x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base short is fully mopped• If no recovery board is used the base: sheet shall be applied using +, spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each siriclap 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 he at a minizitum rate of 12 lbs. /sq. Norte: Spot attached systems shall be. limited to a maximum c esign pressure of -45 psf. 5. P :atener spacing for insulation attachment is based on a Minitnuln Characteristic Force (P) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of wchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maxinlunt 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 - s p:cl'••••• :Engineer, Ai or Registered Roof Consultant may be submitted. Said revvised sed ttst stanqr shae;i0, • shall utilize the withdrawal resistance value taken from Testing Application Standardsa . 105 and •••• calculations incompliance with Roofing Application Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requircyr�K of tl2est•• • • areas. Fastener densities shall he increases[ for both insulation and base shect..ay.c,!t} ulaitcd'iti • compliance with Roofing Application Standard RAS 117. (When this linutalion•E S cifiC4n• ' -- referred - within this NOA, General Limitation 119 will not he applicable,) ' •' • 8. All altae unei<t and sizing of perimeter nailc-rs, metal profile, and /ar flashing tcrininat.i •• • s • hall conform with Roofing Application Standard RAS 111 and applicable wind [oat[ L n gtu e'_h• n.. 9. The maximu designed pressure limitation listed shall be applicable toall roof pressutie)ni;s (i.c.. ••• field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for •••• • enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners rind corners). (When this limitation is specifically referred within this NOA, General Limitation iI7 will z zot be applicreble.) 10. All produc ts listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END O.I' TIIIS ACCEP'T'ANCE NOA No: 03- 0501.05 Expiration Date: 11/04/03 A pprovnl l)ate:10/23/03 Page 21 of 21 • .� • • •,•,••_ • -• • y .r Roofing Systems (TGFU)— Continued S #BO Premium Base Sheet may be used in any of the following s Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". MP Permalite Recover Board" may be used in lieu of any perlite in any of the following NC Classifications. Class A, B and C ing asphalt. for use with organic and glass felts or modified bitumen s. id Heat Weld" SBS roofing membraner may be used in lieu Mop" SBS products in any applicable Classification. Class A : C- 15/32. Incline: 3 lation (Optional): One or more layers perlite, wood fiber, glass isocyanurate. urethane, perlite / isocyanurate composite, perlite bane composite, wood fiber /isocyanurate composite, phenolic, any :ness. Sheet: Three or more lavers Type GI "GAFGLAS PIv 4" .FGLAS Ply 6 ". but mopped. `acing: ray :C-15/ Incline: 2 elation (Optional): One or more layers perlite, wood fiber. glass isocyanurate, urethane. perlite /isocyanurate composite, perlite! have composite, wood fiber /isocyanurate composite, phenolic, arty kness. Sheet: Three or more lavers Type GI "GAFGLAS Ply 4" or ■FGLAS Ph 6 ". Sheet: One laver Type C3 "GAFGLAS Mineral Surfaced Cap et ". NC Incline: 2 . tlation (Optional): One or more lavers perlite, wood fiber, glass r, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ thane composite, wood fiber /isocyanurate composite, phenolic, 2 in. , Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF - AS PIy 6 ". Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap et" c NC incline: 1 i2 ulation: One or two lavers "Isotherm R ", 4 in. max, hot mopped. Sheet Any 1..:L Classified gravel surfaced Class A asphalt glass fiber t system. <: C -15/32 incline: 1 p Sheet (Optional): Red rosin paper, nailed to deck. ;e Sheet: One laver of Tvpe G2 "GAFGLAS #75 Base Sheet" (may be led). Sheet: One or more lavers of Tvpe G1 "GAFGLAS Ply 4" or FGLAS Ply 6'. p Sheet One laver of Type G -3 "GAFGLAS Mineral Surfaced Cap -et". •,c: NC incline: 3 .e Sheet One layer of Tvpe G2 "GAFGLAS #75 Base Sheet". . Sheet: One or more lavers of Type GI "GAFGLAS PIy 4" or .FGLAS Ply 6'. p Sheet: One laver of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap tit ". k C -15/32 incline: 2 ulation: One or more layers perlite, glass fiber, isocyanurate, ure- ne, p perlite /urethane composite, phe- ic, 1.0 in. min (offset from plywood joints 6 in.). :e Sheet: One or more layers of Type GI, G2 or G3. :c nbrane: One or more layers of "Ruberoid Torch" (smooth or nule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or mule) or "Ruberoid Mop Plus" (granule). p Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. k: C -15/32 Incltne: 2 iulation (Optional): One or more layers perlite, wood fiber, glass er isocyanurate, urethane, perlite /isocyanurate composite, perlite / :thane composite, wood fiber /isocyanurate composite, phenolic, any ckness. se Sheet: Tw,o or mor layers of Type G2 or G3. e Sheet Optio ): One or more layers of Type Gl. • h mule , et Ore or more layers of "Ruberoid Torch" (smooth or berofd Torch Piu (granule), •Ruberoid Mop" (smooth or anule) or "Ruberoid Mop Plus- (granule). • o f or LOOK FOR THE UL MARK ONE RODUCT ROOF COVERING MATERIALS (TEVT)' 17 Roofing Systems (TGFU)— Continued Cap Sheet: "GAFCL AS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 • incline: ? -1,': Insulation (Optional(: One or morn 'avers perlite. wood fiber. glas fiber, isocyanurate, urethane, perlite /tsca•anurate composite. pe :lht urethane composite wood fiber /isocyanurate composite. phenolic ar thickness. Ply Sheet: Two or more lavers or Type Gl "GAFGLAS Ph .1 - c. "GAFGLAS Ph' 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Shee: ". h. mopped. Deck C•15132 Incline: 3-1:2 insulation (Optional) One or more lavers perlite, wane fiber. _la- fiber, isocyanurate. urethane, perlite!Isocvanurate composite. perlite.. -ethane composite, wood fiber/ isocyanurate composite. phenolic. an: thickness. Base Sheet: Two or more lavers of Type Gl, G2 or G3. Membrane: One or more lavers of "Ruberoid Torch (smooth a granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mori ric'or}i i• granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", h, : :ar i•p,•. Class C Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. isocyanurate, urethane, perlite /isocyanurate composite. pe.Ii .' urethane composite, wood fiberinsocyanurate composite, phenolic. any thickness. Ply Sheet: Three or more lavers of Tvpe G] "GAF(.:I.:\S Ply or "GAFGLAS Ply 6". ' Surfacing: "Special Roofing Bitumen" 20 Ibs.'sq. COAL TAR FELT SYSTEMS WITH }IOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1!2 Insulation (Optional) O or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isotyanurate composite. perlite urethane composite, wood fiber!isocyantjrate composite. phenolic, any thickness. Ply Sheet Three or more layers of Tvtre GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped with coal, tar biturnev„ Surfacing: Gravel. • • COMBINATION HOT AN COCo SYSTT't'1 •r, • ••• • Deck: NC Class A •itt@IVA ` ••• • • • Insulation (Optional): One or more lopek)rer)ile, wont+ fiber or Si .ss• fiber, 2 in. max. PIy Sheet Three or more layers o(•Tas Q1 "G.'L I'Iv 4" • oci=• "GAFGLAS Ply 6". • • - • • • Surfacing: Grundy Industries "al M Tu oating' - . 1 -]/2 gal /sq.: , • . •• •• •. • •e :• • . iiac4imes1 • •• insulation (Optional): One or more =avers g WDtJvi fiber, Al•refsstr• fiber, isocyanurate, urethane, perlite /ircyagiurate clnwro perlite / • urethane composite, wood fiber / isocya•nuraee •o rnposite. phenolic.•trt�+•• thickness. • • • • ••• • • Ply Sheet: Three ur more layers of Type G1 "CAI A. Ply 4" or "GAFGLAS Ply 6 ". Surfacing "Weather Coat Emulsion" al 3 gal /sq• " • Deck: NC Incline: 1/ 2 insulation: One or two layers ' Ply Sheet: Any UL Classified gr vet surfac I o d is to mat system. 4. Deck NC Insulation (Optional): lsocyan wood fiber and glass fiber, any Base Sheet One ply Typ G1 mopped. Ply Sheet One or more plies T asphalt. De NC ' S acing "CAF Premium Fi gal or "GAF Weather Coat Emulsion ", 3 gal /s i. me hanically fastened, any thickness. Incline: Inclln 1 Irtxlila tion (Optional); perlite, glass fiber polyisoeyanurate, wood fiber. cline: 2 elite, iso'anurate /tom site m e . e10 ica118 fa . mechanically fattened o hot G ad1•a tied - h- hot -r fi rig CIT Y OF HOLLYWOOD, FLA. red Alu, ' T$# b IC•oiting . • • • • • • • • • • ••• • • • •• • • • •• •• •. •••• ••• • • • ••• • • • • • • • •• • • •••• • • •••• • • •• • • • •••• • • • • • • • • • • ..• ti 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 May 121._ _._ ,19 Owner's Name and Address George L. May N 432 NE 1gQ i St., Miami Shores Registered Architect and /or Engineer Ntutte and ttddfesg of lieettsed Location and legal description of lot to be built on: Lot - _ ...& ' Block 8.9 Subdivision �...._.� Street and Number where work is to be done 4 3 2 NE 100th St. , Miami Shores, Fla. State work to be done and purpose of building (by floors) Ins t X17,__ -cane (J,.)...39# felt_,._ I}d., q ta g - - . ( 1 a e and new white cement barrel tile on addition, 8 squares and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering White Cement Bbl. til. Estimated Total cost of improvements $ 800,00 Amount of Permit $ 5 00 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 3 710 NW 41st. St., Miami, Fla. 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 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 suhontractor on to be rmed under this permit, as are licensed by Miami Shores Village. APPLICATION FOR BUILDING PERMIT STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Remarks (Signed) 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 stated are true. Permit No 1 -14 3 Date --r - e ' -ad; Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida Building Inspector 4 y Commission Expires PLANNING ARD DATE Chairman 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 Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.