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ROOFING
............... ............... ............... ............... e( ,.::: Inspection Date: 07/13/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, July 12, 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: Final Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786- 277 -9540 Page 2 of 2 Passed r Inspector Comments ' S-Q-Q-- / • /, / WC / L--- ------------ Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until ............... ............... ............... ............... e( ,.::: Inspection Date: 07/13/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, July 12, 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: Final Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786- 277 -9540 Page 2 of 2 r1 0 z ti ww.. a4—.. 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'414 '� Y iiiiii il •N 7uI a11il ' 11 � _ r1 0 z ti Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 CJ J) 51 76 -'71E2 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 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 75 100 Lab Certification ,# 98- 060$.04 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 J Owner's Name v-4-0 V© kl Permit # 4e®.5 _ 123? Job Address c tO c i 1-J otq 5 ► ; , t f - i .54 S , cl Roofing Contractor: , i — - -�— Approximate Roof Height: I feet Roof Pitch: y Ti %/7-- Type of Access to Roof Scaffolds o/ Ladder Other Approximate Square Footage of Roof 'Z 1 0 0 ft Required Testing Force: :35 lbs. Testing Equipment: Chatillion 100 Date Tested. 4-11-0 7 P.E. TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE THIS REP MITTEDBY: Project N0 14 65 / AP it ` . t 1 r. r \1 'a•�.`.�� . ............................... I stc#iir Inspection Date: 07/05/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Monday, July 3, 2006 L 0 (k h Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Passed Inspector Comments °ak C O/YOaol�i-QQ C� K Pei / 4/'&0 r \ -( Failed l C D I� 1 1� Too (lOTZ Correction Needed Re- Inspection Fee ($75)� No Additional Inspections can be scheduled re- inspection fee is paid . until / AP it ` . t 1 r. r \1 'a•�.`.�� . ............................... I stc#iir Inspection Date: 07/05/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Monday, July 3, 2006 L 0 (k h Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Miami Shores Village BUILDING PERMIT APPLICATION B Y. FBC 2001 Is Building Historically Designated YES Contractor's Company Namee l lA RA- )< ROOF Contractor's Address P10 1 ig OX 531051 City M A.M1 State Qualifier POUAA KtvoJ •K Architect/Engineer's Name (if applicable) Total Fee Now Due $ (Continued on opposite side) 38 .00 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3Q )1dan 76.8972 NO Permit No. aster Permit No. BP - X38 - r IeRevisioh Permit Type (circle): Building � Electrical Plumbing Mechanical Owner's Name (Fee ( � Simple Titleholder) i2 L 1y\ Doll Phone # Owner's Address e1 e i /JE ci 9vhst Cit mho r .s State �L Job Address (where the work is being done) q O 1 WE qq k -- Code Enforcement $ Structural Plan Review. $ Zip 33) 39 Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip 305 ° 759 .- 0 191 Zip 3263 3 State Certificate or Registration No. Certificate of Competency No. -13 8500 Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition Tie Rev`i T yp ['Alteration ['New L? Re pairer lam ❑ Demolition Describe Work: le-- RPivIS l p . Cho.A ge- rpoe-}-I 1e -Pro Mo Wier cohcrefe_ rob.. -I-i I Monier l3"' lect Iorbrotk8h rw,L1.1 co for concr ete roo -P-}- I le, Co l o r t s Pal 6A r d &r'een ****************************F Submittal Fee $ Permit Fee $ 3 4 , • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $30 Radon $ Zoning Bond $ 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 Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was ac wledged before me this day of , 20 by , day of MCA- , 2(O bk v 1 `CC)►ux:1 Ic K who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PU Sign: Sign: Print: Print: My Commission Expires: My C. ission Expire g: p't2. � mc.c.] Thru Atlantic Sanding Go., Inc. APPLICATION APPROVED BY: chc 05/13/03 "f'-Ai-LP q Contractor as identification . d who did take an oath. Plans Examiner Engineer Zoning J STATEANcOUNTV R ULES ... Roof System Manufacturer: M p r I e r' Notice of Acceptance Number: Dal ao-' . p Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations A: : L 1 l & P2: (001 b P3: 10016 Maximum Design Pressure Po I ,, (From e, P1pduct Approval Specific System): Da hesi V i Li w ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Ridge Ven it ygp? Florida Building Code Edition 2004 High - Velocity Hurricane Zone UnKorm Permit Application Fo Section D.(Steep Sloped Roof System) Mean Roof Height: 1 P. 1 St loped Roof System Description woo Type Underlayment Insulation: Fire Barrier: *#3o Fe-N- N / {t - iv /A- Fastener Type & Spacing: Adhesive Type: //zi i I R,s, Aku i5 ; 0 -f N id a� +a rotn�S tr4 asphalt APP ZONING DEPT BLDG DEPT BY DATE ICAO A' r Miami Shares Villa 1pgM MY 3 • 1 • • • • 1. • • • • •. • • • Type Cap Sheet: -#4o s I &*e_ • • • • l• Roof Covering: � h { �r'��`' 0 I gi.0i'� Type & Size Drip Edge: .. .. .•.. 2)C3'cN • v • • • • •••• • • • . •• • FLORIDA BUILDING CODE — BUILDING ALL 119 nuo • • •• • • • • •1 .. fI+ _ ponents • and in Idespecific i bly co tanu �� m r- (If a- component-is,not,used, identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of PIy(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: pr- 7 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: •••• • . • Top insulation Fastiener/BgridiprMaterial: • .. • • •• • Base•Bheet(s) & llo of Ply(s)i, • • • • • .. .. •••• Bannettleet Fauttsver/Bondjt3g jygterial: • Pixttint(s) & t gf Piy(st • • • • • • • •••• • • PbShegt Faste /$ondinD Material: Top Ply: Top Ply Fastener/Bonding Material: Florida Building Code Edition 2004 -- High.- Velocity Hurricane Zone Uniform Permit Application Form. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES' Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " OC @ Lap, # Rows " oc Perimeter: " oc @ Lap, # Rows " oc Corner: " oc 0 Lap, # Rows e " 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 FT. Parapet Height Mean Roof Height FLORIDA BUILDING CODE— BUILDING 15.33 Where to Obtain Information . • • • • • • • • Description Symbol Where to find "" Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared bit PE bled on ASCE Mean Roof Height H Job Site • Roof Slope 0 Job Site • • • • • • Aerodynamic Multiplier 1 NOA • _ • • • • Restoring Moment due to Gravity M, NOA • • • • • • • • Attachment Resistance M, NOA • • Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1 = length w = width NOA Mf Required Moment Resistance* Mean Roof Height-* Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 _ 32.2 _ 33.8 35.1 - 37.3 5:12 28.4 _ 30.1 31.6 32.8 34.9 6:12 26.4 _ 28.0 _ 29.4 _ 30.5 32.4 7:12 24.4 _ 25.9 _ 27.1 28.2 30.0 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P 141117 x 1 4X0= B(1 C - M rhsa= m, 3 NOA Mf (P2: 7 0 7 6 x X tag9= 0 - Mg: 41Ca = M2 c�t1JJ NOA Mf (P3: DD. x X AV= a D - M 9, = Mr3c9A 155 NOA Rif Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M,with the values from Mf. If the M are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M, *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. All calculations must be submitted to the Building Official at the time of permit application. For Uplift based tile systems use Method 3. Compare the values for F' with the values for F . If 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 x 1: = xw: = ) -W: x cos 6: = F NOA F' •• (P x 1: = x w:= ) -W: x cos 0: = F2 . NOAF' '••• (P x 1: = x w:= ) - W: x cos 6: = F • HQA F • • • • • • • • • • • • • • . •� • • • • 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: Flat Shake & Slate, Sierra ShakeTM & Super ShakeTM, and Colonial Slate & Shingle Blend 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1A>�dd , A nd followed•by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it skill be done in its entirety. • This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC • • •• •• • • • • • •• • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or is distrib and shall be available for inspection at the job site at the request of the Building Official. • • •• • • •••• • • • • • • •••• • • •••• •••• • • • •• • • NOA No.: 02- 1205.06 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 1 of 7 • • • • • • • • • . • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Monier Lifetile LLC Flat Shake and Slate Tile Monier Lifetile LLC Sierra Shake Tile & Super Shake TM Tile Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofmg Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Flat Shake & Slate, Sierra Shaken! & Super Shaken!, and Colonial Slate & Shingle Blend 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. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications 1= 16%2" w= 13" 1" thick 1 =17" w = 12 3 /8 " 1" thick 1 =17" w= 12 3 /8 " 1" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier 7161 -03 Appendix III 94 -084 94 -060A PA 112 PA 112 PA 112 PA 112 dt Descrlptl Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, 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 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) • • • • • .• • • •••• NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 • •... • Date • • • ••• Ilec. 1991 . •••• .. .• •• l • • ay 1994 •• • 'MD.rch, 1994.. • • • . • • .. ••••• • • 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. 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. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7094 -2 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations 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) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 • • .. Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 ... • • • • .. • Sept. 1994 ' • •. • • • • • • 13ec. 1998 •••• • • • • • • • March 1929, • • • • •. .. •••• March 1999. February 1996 • • April 196• • • • . •• • ..•• • . • • • NOA No.: 02- 1205.06 Eapiratlon Date: 12 /16/07 Approval Date: 01/02/03 Page 3 of 7 • • • • • • • • • •••••.. .' • • • • • Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Welght-W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Shake & Slate, Tile 10.8 1.38 1.08 Monier Lifetile Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile 11.1 1.42 1.03 .. • Table 2: Aerodynamic Multipliers - a. (ft) ' • • Tile a, (f{) A i ) • Profile Batten Application Direct Degkftppiicatidh Monier Lifetile Shake & Slate, Sierra Shake'"' & 0.267 0.289' Super Shaken', and Colonial Slate & Shingle Blend Tile Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Flat Shake & Slate, Sierra ShakeTM & Super ShakeTM, and Colonial Slate & Shingle Blend 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 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 Roofmg 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. • • • • • • • • • • • • • .• • NOA No.: 02- 1205.06 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 4 of 7 • • ..•• •• • • .... • • • • • .••• •••• • • • .. • • • • • • • .. • • • • • • • Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Monier Lifetile Shake & Slate, Sierra Shake"' & Super Shake"', and Colonial Slate & Shingle Blend Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 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' 50.3 65.5 48.3 1 Installation with a 4" tile headla • and fastemers are located a min. of 2%" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhes ve Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Shake & Slate, Sierra Shake"' & Super Shake'TM, and Colonial Slate & Shingle Blend Tile Adhesive 31.3 • • • • • ••. 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. • Table 3 Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Shake & Slate, Sierra Shake"' & Super Shake"', and Colonial Slate & Shingle Blend Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.57 7.52 6.47 7.43 6.33 7.27 6.17 7.09 6.00 6.90 ••••• • • • •• •• • • • • • •••• • • • • •••• • •• • NOA No.: 02- 1205.06 Eaplratton Date: 12 /16/07 Approval Date: 01/02/03 Page 5 of 7 • •• • • • • • • • •• •• • • • • • • •••• • • • • . • • •••• • • • . • •• • Table 5A: Attachment Resistance for Single Patty Expressed as a Moment Adhesive Set Systems Tile Application - Mf (ft -Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Shake & Slate, Sierra Shaken & Super Shaken', and Colonial Slate & Shingle Blend Tile PolyPron 118.9 PolyProTM 40.4 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance for Mortar or Adhesive Expressed as a Moment Set Systems Tile Application - M -lbf) Attachment Resistance Tile Profile Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile Mortar Set" 43.9 6 Tile -Tite Roof Tile Mortar. 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 DRAWINGS • • • • • •• • • •••• • • • • • • •• •• • • •• •• • • • • . • • • •• • • • •• • • •• • • • •• • NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 • • •••• • • • • • • •••• •••• • • • •• • MONIER LIFETILE SHAKE & SLATE CONCRETE ROOF TILE MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • •• •• MONIER LIFETILE COLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF•THIE • • • • • • • •• • •••• • • • ••• • • 0 •• 0 • • • • • •• •• •••• • • •••• • •••• • • •••• NOA No.: 02- 1205.06 Eaplratlon Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 • •••• • • • • •• Bill To I JOHN DOLL 909 99 Street NE Miami Shores Village, FL 33138- Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 06/05/2006 Revision Fee 06/05/2006 Scanning Fee Monday, June 5, 2006 Permit Invoice Report Permit Type: Imported Permit Invoice Number: imp -6 -06 -25065 Invoice Date: June 05, 2006 Permit Number: BP2005 -1238 Fee Type Fee Amount Calculated $35.00 Calculated $3.00 Total Fees Due: $38.00 Permit Receipt Permit Number: BP2005 -1238 Invoice Number: imp -4 -06 -24550 Applicant: JOHN DOLL Company Name: Date 04/20/2006 Payment Type CheckNum Check 6588 Amount $25.00 Total Payment: $25.00 Thursday, April 20, 2006 Page 1 of 1 Approved Correction Re- Insp'n Fee 30 MIAMI SHORES VILLAS BUILDING DEPARTMEN 305- 795 -2204 Buili ing Inspection Request L� Date q Type Insp'n — Ft n l 1101 14CP Permit No. ?_)0P OS l e, JV . Name DJJ Address qoc `v q e+ Company lec Phone # Inspection Date C i t 7 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1238 Printed: 8/23/2005 Applicant: CARMEN DOLL Owner: DOLL CARMEN JOB ADDRESS: 909 NE 99 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060340230 Fees: Description Amount FEE2005 -11560 Building Fee $300.00 FEE2005 -11561 CCF $6.60 FEE2005 -11562 Notary Fee $5.00 FEE2005 -11563 Training and Education Fee $2.20 FEE2005 -11564 Technology Fee $7.50 FEE2005 -11565 Scanning Fee $3.00 Total Fees: $324.30 Total Fees: $324.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/15/2006 Construction Value: $10,700.00 Work: TEAR OFF THE EXISTING TILE ROOF REPLACE WITH A NEW MONIER COLOR THROUGH ALL TILES THE SAME COLOR TILE Signed: (INSPECTOR) Building Permit Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 8 PB 14 -33 LOTS 13 & 14 BLK 170 LOT SIZE 106.600 X AUG 3 0 PAID c-44- 4k8132 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Cit Mt, S h o res State Tenant/Lessee Name $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) A. 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ok, 4 t Permit No. ra Master Permit No. Permit Type (circle): Building Electrical r ' • robing Mechanical Owner's Name (Fee Simple Titleholder) \W O o' Phone # Owner's Address 909 re Zip •3336 Phone # Job Address (where the work is being done) q0 5 WE -/ 1 T hs'�-( City Miami Shores Village County Miami -Dade Zip 33)3 is Building Historically Designated YES NO Contractor's Company Name ek O ' h Phone # 305 / 5 `7 _0 / 9I Contractor's Address p . 0 . • •X 53105 City MI C' Wall /� �,j State L Zip 3 315 3 Qualifier Pa, A J x a.1,A./ g C 1 State Certificate or Registration No. Certificate of Competency No. q 3 I36 oo q36 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: 2,2 v �./ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 3 0 5 q _ 3 (2 L Type of Work: ❑Addition ❑ New epair//Reep - e - CI Demolition Describe Work: - -yeas r -�'he � \4' 4 ' le ro ` i'' I�I.c ' vIh o. rtev Moni coIor c 't -14 1 e 6euvte color4i lc- troofsy6-fekt Submittal Fee $ Permit Fee $ 30 D CCF $ 6 • 60 CO /CC - Notary $ S • 0 Training/Education Fee $ 2 • 0 - Technology Fee $ 7 • 50 Scanning $ 3 • 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip t 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: Lcertify 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 pproved and a reinspection fee will be charged. 1p >! 1 VJL JJJ Owner or Agent The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this Signature day o 200 , by` . ■n„ ‘ NOTARUBLI Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 As identifica >wr.^.'TAITS P1 TRI.T - Slt^t;F. OF FLORIDA Signature jt Contractor , day of , 20 , by me or who has produced who is personally known to me or who has produced n and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: # DD432 : * * ** 44 1*?*****'**************************** * * * * ** * * * * * * * * * * * * * * * * * * *,* * * ** tot:w d Bonding Co., Inc. My Commission Expires: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* fr***** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 44. 39 TAX FOLIO NO. t3pcs- 1236 STATE OF FLORIDA: COUNTY OIiMIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: L 3313 2. Description of improvement: K e`'ro 3. Owner(s) name and address: FL 33132 Interest in property: J) W n e r Name and address of fee simple titleholder: 4. Contractor's name and address: pa,AA,\ \-6LwoJ eI ` f'.01 t oX G3105/ MI &vv\1 Fj , 33 )53 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 wh n provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration differe Signa da .p -c' ied) re of Own Print Owner's Name Notary Publi Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 Frei FAANi i k Milberg commission # DD432320 JULY 09, 2009 Bonded Tin: Atlantic Bonding Co., Inc, CFN 20058088417! OR Bk 23704 Ps 0751; Ups) RECORDED 03/22/2005 09 :51:21 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF tP D l Ph y CERTIFY Mot thi;iso rue Y ori fit in fhis olta5 on f . :c 1 �► rn1��; t,� hi3.R �?;t'j Qii�C�iti :iC L „ _ � �� i'Y1 .---- �� .x HARVEY RUVIV C: NIS of �uv ,,,' ,,c,.,:y Cow= a c� �/ �`► � n�'cou of o th • r do ments may be served as date is 1 year from the date of recording unless a I Prepared by Sworn to and subscn ed before me thi 11 day of 20p� 111111111111111111111111111111111111111111111 p %widek Address: ' c 34 1 0% IS OX 521°S1 F2-23 I S 12301 -48 5103 PAGE 2 Section A (General Information) Master Pennit No. OS 12 6 U Process No. Contractor's Name Vkiki 1 Jtt I e Job Address clog WE E q v +h s* ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile , ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No �/ ROOF TYPE Type: Natural ❑ L GX ❑ ❑ New Roof ti Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 2 ) 00 ;LW() 0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. ROOF SYSTEM INFORMATION Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include . dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of • arapets. • C••' ' ' 'M 111 1 11 1 11 1 11 11 1 11 1 14 1 11 1 1111 11 91 1 11114 1 1 41 11 1 11 71 11 1 1 U a i C C � a s C E 111 � - ECG�__■ c . ■ CE 1■ ■■. ■ 11111 ■ C. E l G CC C . � 6 M8E ■■E....0 �� E ■ C . L ■ M■C ■ .. ■■ ■■C■ C ■ � ■ r.� . E IM C■■ ■E .. ■ ICCC■■. C CC■ . E ■ ■ E .p . pp CE •. E' 'MME 'I�MMCE ' C CCMM CECC�� I .CC v C. ■CI ■■EEEE EE � E ■ ■ E ■■ ■ ■ 1 ■ p ■■■ CE ■ Er E■■: E C E . E 6 ■ E■ 1.I / - : km.i E� l . C ■CC ■ ■C M � I C CEO. / a il ■ L C� . E. �E ��. ■ ■C ■■ MCiC = C C�,E� l.■ ■ C E•'E'C M E�■C ■CEG ■ CG P m ■ .MMECEE a.� ■ C6 .ME 1101 a. ■. ■ ■. ■ ■ 1 1 E E EC ■CE 1 ■E. 6 ■ ■ ■■ um .AE E ■ %. ■r, , w .E ■ - �.C ■--� ■■ ■■ E .i■ ■■■n . ■ min . ■■ ■n■.■ - G ■ .�r - s.■■■ .GC • ■ ■..■ ■■C■ C■C■ ■.■■■ moll mom C M CM.• ono UE noomor• E CM • E •u munmmo MMMEECuu • lI aC ■■ ■ n ■6E E • • G Wm :: ■ i pro : M L • ' 7 / L ' J n nom o nn mmommnono . ■ ■ ••• • rpm M■■M■ ■.E E■C ■LI■ I�1■a ■Ja, weir ■1.■■■■■■■■■■■■■■ ■M■■■■ ■■C111 1••■ ■■ ilipm an MM� irMCCM i° MM uu s l.a ape aaoai��Lr�u mmumiM.mmiNMC CCCommur awl • l•••• 11 ME :: . MMIM MO MIMI MMINC:AIA� IP..mrilr�vY\MM� I MSN EM C :!!! E:MMin NMI in MIUMMUMEMMIMMMOMMUMMMWMUMMInnOWOMMIMMMEMENIUMEMMMIMINEMENnommomom NM MEMMMINUMMIMMEMMUMMMM4BOIMMO4nOMIWOMMInwMEOMMINMEMInnnIMMOMMMOMMUMMEMpun• iNIMMUMMUMMUMMUMNIMMMOOMMINWOMMOOVEMPUMmonUMMUMMEMENMEMMEMMEMENEEMEMMUMMEMM • .. .. • • • .. .. . ... • • • ... • Roof Slope: : 12 23_0148 5/03 PAGE 4 Roof System Manufacturer. N on ier Notice of Acceptance Number: O Minimum Design Wind Pressures, If Applicable (From RA8 127 or Calculations): P1: y P2: 10016 P3: I Ode 6 Maximum Design Pressure From the NOA8. cifIc8 stem Method of tile attachment: PO I y Foam artile,lue Ridge Ventilation? NJ/Pt Section D (Steen Sloped Roof Svstemi Steen Sloped Roof System Duprintlon Deck Type: ypo Underlay/Dent: •.. • Florida Building Cods Edition 2002 FOirrloono zone Urrlbrm Porn* . . . IA naulatlon: .. Mean Roof Height: lot`' • .. ... .. • 43o Flt stoner Type & Spacing: • • • •.... • • •... • • • . . • . • • • • • .••• ...•. ••• • • .• . . . • .•.• • • •.•••• • • • 114 ► R■ng 311\\ dheslw Type 7 et .5t9601 • Cap •. .• • • • ..•. - 4 , Mosla#e Cowing: I Monier r re+e Type & Size Drip dgs: 3 X 9ai V -1 wscn uen . Waal MINIMN.MIU.17.1 Zr. I_ I_ millt or ; l,r''.71 111111[1sa ,. ��-- -. ! ; ...,,, - _� - �n r- ter For Motet based tee' sitherMstbod 1 or 2. Cow for M, ,ja the valves >i It raises he Mr � r �- s ** t� or sgatsl it the Mr vows, for and ails Ode roig tbesi ft file at eit *etbod 4 soesptabk. • • Meth (PO (Pet (P L T 4 Method 1 pled T Regn)rer 1.me*t.fResit� T bk lidoo *Maui be iaai t~i -- -- �� "� �+"d CavityCavityB � d • � �� �t of Ms�e�t based tjls systems endorsed by the _ Apptak F values !br file sy s sue Method 3. Coom r t is r raises � great lid the Values for F' �with the area , f r rpp er dui or erns! to the P valises, ANT each t then the 1U 1 meat method b et l (p�= • Method 3 kU .....�,:.:..,--:.: -. R AS 1 27" p>iR Based Tie Cshrl�stiesu Per • , _,�x eye * =lid: NOA P • f= - ti't' s tee et : NOA P' t8 blv M Per RAS 1* U, � 661 NOA NOA 1M, 'J7 NOA A! / Par Table Beim?' NOA H, • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The ow ner's initial in the adjacent box indicates that the item has been ex l'ned. • 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zo ') are for the purpose of providing that the roofing system meets the wind .resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should b dressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be reri�in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B1iilliing Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring un t (i.e. townhouses, condominiums, etc.). In buildings with contiron roofs, the roofing contractor and/or otivn r should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed from below. The owner inay wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of thc decking niay not be acceptable. The Florida Building Code provides thc of tipn of maintaining this appearance. 5. Fording Water: The current roof system and/or deck of the building may not drain well and may ca a water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life• expectancy and performance of the new roofing system. Ponding conditions may not be evident until the inal roofing system is removed. Ponding conditions should be corrected. •i: 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so That the roof is not o Terloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly. f the•bpiltlii3g • it4e1fl. :Tbe•existing amount of attic ventilation shall not be reduced. It may be beneficial to consider.addifilmtl lrelit*ig which can result in extending the service life of the • • r • • • • • • roof. •• ••• •• ' • • • • • •• I. • • • • • • • • • • • • ' • • • • • • • • ••• • • r. . Owne ': Signature Date Contractor's Signature 5 j 9h aid + ��. • • • • • • •• ••• • • • • •. • • • •• • • • • • • • •• • •• • • • • 0000•e • ea • • • • • • •••• • • • •••• • • • •• •. •• • • •••• • • • •• • • • • •••• • • • •• •• • • • • • •••• • • • • •••• • • • • • • • ••• • • •• • • • • 47 o MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN (NOA) Monier Lifctile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules Miami-Dade County Product Cont d.mgD the �ol Di accepted The documentation submitted has been reviewed by 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. a Coryreserve the right to Product Control IM Division (In Miami Dade County) and/or the A (in areas o ther than Miami Dade nty have this product or material tested for quality assurance purposes. H of such testing and A1-1.1 may i atelcy-m in the accepted manner, the manufacturer will incur thc expense revoke, modify, or suspend the use of such product or material County on Di Bs that this product or reserves the to revoke this acceptance, if it is determined by Miami D ade Y Product C 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 the I ligh Velocity Ilurricanc Zonc of thc Florida Building Codc. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc c manufacturer's unless o he ogo, city herein and following statement: "Miami -Dade County Product C Approved", RENEWAL of this NOA shall be considered after a r ncwal application b c filed product a there has bccn no change in thc applicable building code negatively affecting performance o TERMINATION of this NOA will occur after the expiration date or if there NOA bs an revs sc n ort change in thc materials, use, and/or manufacture of thc product or process. Misusc product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bc cause for termination and remi al County, Florida, and followed by ADVERTISEMENT: The NOA number preceded by the words Miami-Dade thc expiration date may be displayed in advertising literature. If any portion of thc NOA is displayed, then it shall bc done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to thc f the r bi Building nanuf a cturer or its distributors and shall be available for inspection at thc job site at thc request This NOA consists of pages 1 tetugft.7 :: • • • : ' ..loa a, RRC The submitted documentation was re>,•iewt l;y Frs S • •• ••• •• • • • •• • • .. • • • • • • • ... • ••• • • • • . .. ... • • • • .... .. • .. • • • • • .. • . • • • • • • • • • .. • • • • • • • • • • • . • • ... • • • • • • .. I• MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROO FING ASSEMBLY APPROVAL Category: Roofing Sub - Catcgory: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 pf 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 Applicant Monier Lifetile LLC Villa S Roll Monier Lifeitilc LLC Capri Tile Trim Pieces 1 = 161/2" w= 13" '/" thick L= 17" W= 12 'I %:" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aeencv Rcdland Technologies Rcdland Technologies Rcdland Technologies The Center for Applied Engineering, Inc. Thc Center for Applied Engi I cring, Inc. si r- Low Profile Roofing Tiles Concrete Test Dimensions Specifications •• • •• • •• • • •••• • • • • • • • •• • Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 11 PO402 • Z4-0t023 94 -084 •• • •• • • •• • • • • •• • • ••• • • • • ••.• • • • • • • . • • • •• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • ••• • • • ••• • Product Description PA 112 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. PA 112 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. PA 1 12 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name /Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA IN (Nail -On) Withdrawal Resistance Testing of • • •• scrcw vs. smooth shank nails • • Static Uplift Testing • • PA 101 (Adhesive Sct) Static Uplift Testing • • • • •. PA 101 (Mortar Sct) Date Dec. 1991 Dec. 1991 Scpt. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 1 • Test A ge ncy Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • Thc Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Cclotcx 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 -7 25 7094 - 4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations .ff eah.ntion C alfulation • • • .. • . • • • • ▪ ••. . • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • . • • 090 • • • 000 • • Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 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 /Reroot) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik•Drivc Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drivc Scrcws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct 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- 780 - & 5 25- 7848 -6 Aerodynamic Multipliers • • . • . • •EvahritiontalculSti8n4,•Two Patty Adhesive Set ystcm Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Fcb. 1995 March, 1995 Scp. 199S Dec. 1995 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.0 Expiration Datc: 12/16/07 Approval Date: 01 /02/03 Page 3 of 7 t • 3. LIi\'IITATIONS 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 undcrlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1 l8, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile Tile Profile Monier Lifetile Villa, Roll, and Capri Tile verage Weight (W) and Dimensions (I x w ) Weight -W (Ibf) Length -I (ft) Width -w (ft) 9.1 1.33 1.08 9.51 1.42 1.03 Tile Profile Table 1: A Tile Profile Monier Lifetile Villa, Roll and Capri Tile Table 2: Aer namic Multipliers - X (ft Table 3: Restoring Moments due to Gravit M. ft 3 ":12" 4 " :12" 5 ":12" Battens 5.57 Direct Deck 6.30 • • • • • • • • • • • • • • • • • • • • .. ... .. • • • .. • • ... • • . • • .... • • . . • .... • • • • • • • • . • • .. • • • • ... • • • • • • Battens Direct Deck 5.48 6.18 • • • . .. • • • • • • • • • ... • • • • • • • • • • • . .. . . • . • • .. • • X. (ft ) Batten Application 0.267 Battens 5.37 Direct Deck 6.05 Battens 5.24 (&3 Direct Deck Application 6 ":12" Direct Deck 5.90 0.289 7 ":12" or reater Battens 5.09 Direct Deck 5.73 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Direct Deck (min. 19/32" plywood) Battens 2 -1Od Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -1Od Smooth or Screw Shank Nail Field Cli 1 -1Od Smooth or Screw Shank Nail Eave Cli• 2 -1Od Smooth or Screw Shank Nails Field Cli• 2 -1Od Smooth or Screw Shank Nails Eave Cli. Direct Deck (min 15/32" plywood) 27.8 8.8 16.4 25.8 19.0 25.8 31.9 11.8 21.9 19.0 31.9 22.9 49.1 24.2 34.8 28.8 4.1 67.5 2 -1Od Rin• Shank Nails 43.0 1 Installation with a 4" tile headla• and fasterners are located a min. of 21/2 from head of tile. 50.9 Table 4: Attachment Resistance Expressed s as a Moment - Mf (ft-lbf) for Na On S Fastener Type 2 -1Od Rin. Shank Nails 1 -1Od Smooth or Screw Shank Nail Adhesive Table 5: Attachment Resistance Expressed as a Moment M (ft-lbf) Minimum Attachment Resistance 26.1 Tile Profile for Two Patt Adhesive Set S stems Tile Application Monier Lifetile Villa, Roll, and Capri Tile 2 See manufactures com•onent as •roval for installation re•uirem11 t4'grams. 3 Flexible Products Pol oam Product,Inc. Ave aileewei t Average weight 89• per 'Tile Profile Pol oam Poi Prom' Pol oam Pol Prom' Monier Lifetile Villa, Roll, and Ca•ri Tile 4 Lar•e •add •Iacement of 54 rams of Pol Pro TM'. 5 Medium •add •Iacement of 24 rams of Pol Pro"". Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) Minimum Attachment Resistance 86.61 45.5 for Sin • le Patt Adhesive Set S stems Tile Application .. ... • • • • • • • .. ... .. • • • .. • • • .... • • . . ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 02- 1205. Expiration Date: 12/16/07 Approval Date: 01/02/0 Page 5 of 7 I • , • 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. •. ••• • • • • •• • • • • • • • • b •• ••• •• • • •• PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE • • • • • ▪ • • • • • . • • • • • • • •.• • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •. • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • .• • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6,of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' 20.60 I • , • 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. •. ••• • • • • •• • • • • • • • • b •• ••• •• • • •• PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE • • • • • ▪ • • • • • . • • • • • • • •.• • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •. • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • .• • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6,of 7 i• MONIER LI FETILE ROLL CONCRETE ROOF TILE oNjE-it ti4E -41 E:Qulitr ROOF TILE • .. � . . . . ... • • • 1•• . . . . • •• ••• •• • • • •• END OF TIIIS ACCEPTANCE • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • ••• • • • • • .. .... • • ..... • • • • • • • • •• .. • • • .. •• ... • • • ... • • ■ NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • 0 • • • • • • • • •• • • • •• •• • • ••• • • • ••• • l -2001 16:24 FROM-ABC SUPPLY 048 '/23/01 HON 13 :08 FAI 954 578 1042 MIA PRODUCT CONTROL NOTICE, OF ACCEPTANCE I'alyroam Products, Inc. 2400 Spring- Stucbncr Rood Spring ,'1'X . 77383 -1132 Your Application for Notice ol',Acceptancc (NOA) of: • Two Component Polyurethl:ne Foam Adhesive under Chapter 8 or the Code of Miami -Dade County governing the use of Alternate Materials And Types of Construction, arid completely described herein, has been recommended for acceptance by the Miami-Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration data 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 foils 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 Florida Building Codc. The expense of such testing will b1 incurred by the manufacturer, ACCEPTANCE NO.: Ot OS21.g2 EXPIRES: 05/10/2006 THIS 15 THE COvFRS1'IEris SEE ADDITIQNA1. PACTS FOR SPECIFJCNII GENERAL .CS.mTIONS r3U )I .�trrc c�PE &['RO ►CT RF'VfRW COMMITT This application for Product Approval has been reviewed by the BCCO and npproved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APP 1t OY 1: t) : OG/ 14/21101 ".1Ci;000I`.c;Q0.3'Atompiaeiknot,c, 3Ce•ponce co,or wro,do 561 585 4657 T -779 P.001/008 F -260 POLIFOAN PRODUCTS, INC. id/ 002 • • • • • 1 • • • • • • • • • ' • • .. • • •• • f •." • ••• • •• •ii • •• • • • •• • . I'rajlei Co J,s,Qv1111nna.R.A, MAR 2 4 2 hector • T�1tnmi Count • • • • • • • • • • •ltaitrr Coal: Compliance Office • • • • • • • •' • • • • • • • • • .. • ' • • • • • ' . •'• • • • . • ••• • • • • •;,� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MlAMt•DADE COUNTY, FLORI METRO -DADE FLAGLER BUILDING DWLDINC COD( COn'IPLI,uv cc OFFICE ML-TRO •DAUC Ft,AOLlitt BUII.DINQ 140 WEST STREET. SUITE 1603 MIAMI t FLORIDA 33130-1303 (303) 773.2901 FAX (303.3375-29011 CONllt.c TOK t-10E:NKIIvr KECIVIN (30) 3 -2 27 FAX (305)371-Ms cO l't rok L FCHet:AllcNr DIVISION (305) 373.2966 FAN (303) »3441. 1'ao»UCt' corrruot, ulvtyto t''u3)771 -2002 FAX (305) 372-63391 Raul Rodriguez Chief Product Control Division 16: 24 FROM-ABC SUPPLY 048 1 MON 13:08 FAI 934 578 1042 POLYFOAY PRODUCTS.INC. �ly (om Products. Inc tOOFINC ASSEMBLY APPROVAL. �O,Icrnty: Roofing ;13b- Category: Rnoflilc Adhesive rlatcrittlx:, Polyurethane 561 585 4657 T -779 P.002/008 F -260 ACCEPTANCE No.: - t15 Approval Date .lntte 14.2001 [Expiration Doff:: May jzuom score This approves Pulypru© A11160 as manufactured by Pulyfu»tnt Products, Inc. as described in Section 2 at' this Notice of Acceptance. for the locations where the design pressure requirements, as determined by applicable building code, does not exceed the dzsibri presaurc v lens obtained by Caleulations to CaMpliiincc with %Saint • Standard RAS 127, for use •vith approved tlat, low, and high profile: roof tiles system using PolyproOD AH 160. Where the attachment calculations arc done as a moment based system for single patty placement, and as an uplift bused system for double potty systems PRODUCT DESCRIPTION Manufactured by Tcst Product ' Applicant ninteiyiona Strecifc4tlnnst psurla Polypro® AH 1 60 N/A PA 101 'No component polyurethane hoanaprooD RTFI000 N/A Dispensing equipment ProPack® 30 & 100 N/A laispcasing Equipment 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistnnec values with the use of Polypro A11160 roof tilt adhesive. 2.2 Typical Physical Properties: Emus= MI Remits Density ASTM D 1622 1.6 IbsJfl.' Compressive ASTM f) 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 18 PSI Parallel to rise Water Absorption ASTM D 2127 ., (LH l,bs./F17 • • •• Moisture Vapor ASTM E 96 : 3.1 were»/ jnelt • .. • • • • ... • Transmission • • • • ... • . • • • .. Dimensional ASTM 1)2 126 +0,07% Volume Change rr -40 („ 2 Stability weeks ••. .• +O "/«1�nln:n: Clign a • • • •s • • • • i 11IT11 �I1Ny � • ••• • • • • 0 • • • • • 000 • • • • • • • . • ; I = j,ijk Zuloabn, It RC • •• • •• • •. ••• ••• i I' r 84uct Control Lxamincr 7 ® 003 16:25 FR014 -ABC SUPPLY 048 , NON 13:09 FAQ 954 578 1042 561 585 465T T -7T9 P.003/008 F -260 POLVFOAM PRODUCTS , INC . tQ,1 Uu % olvJoam Products._ The. ACCEPTANCE No.: 01 0521.02 Icte: The physical properties listed above are presented as typical overage values as determined by accepted ASTM test methods and are subject to normal manufacturing window. LIMITATIONS • 3.1 fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 3.2 Polypro® AH 160 shall solely be used with fiat, low, & high tile profiles. 3.3 Minimum undcrl;tyments shall be in compliance with the Roofing Application Standard RAS 110. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI roof tile.>ldhesiv_e with.tlteir tile assemblies shall test in accordance with PAL01._ .... . 3.5 hoof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tilt assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, F' 2 W MS 4. INSTALLATION 4. I 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 be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Minmi -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® Al -1160 roof tilt adhesive and its components shalt be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® 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. Polyloam Products Inc. 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 "B" component shall bc maintained between 1.0 -1.15 (e)•: (#3); T$tg dispepse timer shall bc set to deliver 0.0175 to 0.15 pounds pef 4ile as :clDtccrritnQd«iu:cilibratiott, No other settings shall be approved. .. ... .. • • • •. 4.6 Polypro® A1•1160 skill be applied with Foampro fe'l't 1000 or ProPack® JO & 100 dispcnsinu equipment only. •• .... . . .. 4.7 Polypro® AI.1160 shall not be ene:cr fret =tilncrjtjy�o� nlZ_��,� • • • • • • • ... =.�..� • • • • • • • • • • .•• • • • • • • • • . . .. • • • • • • • • •.. From: Zutoaga, RRC • Control Examiner Tnble 1: Adhesive Placement For Each Generic 'rile Profile TitcIrofilc Placement Detail Single Priddy Weillht Min. (1;rums) Two Paddy Weight per paddy Min. rnma Flat. Low, High Profiles _ ii 35 N/A High Profile (2 Pieee flared) P I .............:... 17/side on - cap and 34 /pan .. - .. N /A- — �---_' Flat, Low. High Profiles Flat, Low, High Profiles S12 rl3 24 NIA 8 6 :25 FROM -ABC SUPPLY 048 561 585 4657 T -7T9 P.004/008 F -260 MON 13:09 FAI 954 578 1042 ruLtruma rxuLU�ia,��w. � ro nt Products, Inc. ACCEPTANCE No. CI- 052'1.07. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes alter Polypro® AH IGO has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the spt:cilic placement noted herein, 5. LABELING All Polypro® A.H160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. • • 0•0 • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • •.• • • • •. • • • • • • • • • • • • • • • • .. • • • ••• • • • • • • • • • • • • : f:a�,k Luloaga, ARC • • • ... • • • • • • • • • • :. • 1 ; :oduct Control Ex.rnincr • • • • 000 • • 4 6:2S FROM -ABC SUPPLY 048 561 585 4657 T -779 P.005/008 F -260 HUN 13:09 FAI 954 575 1541 MLA kVAI rlwpuvra, ro . tvro rn products. Inc. ACCEPTANCE No. : 0-052 1.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 11 Mn tn•yh ••1 Woo to e+llkat 11I, Z3 ow• rusk ooa4,w•t War11■N1/a N e.iaa nun int Flo /It 11 Toni town *Q. intl. Hoe HMOs to It. Is 1 In. fort wru4t op al toyer Y• Ti+a Melab the ea. um. dorm! 1 `. t 11 0..,e•. I/ IM at ' CW1a time S. Alm la Ymne 0M W p an sod a+• eV d `• t+• M Mn al sot IN. Li . dV•lrra WMrht4 Pads ' lerAL alw•s) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • 000 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.• • • • • • • atilonll laa'n lot Mad Uvwlos 11+•ot arms, Ookwl wdnal Pint, Mout • stet !►etNaq Fra.r0; Zuloaba, RRC 117ctiuct. Control E niner • vt5 ' FROIA- ABC 048 NON 15:10 FAI 954 578 1042 POLYFOAM PRODUCTS, INC. ot1LJ1 Products Inc, lough plastic ccmcnl 3 m . t1 3 In. pie paddy on se nHI pie paddy top of file Single paddy under Ile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 561 585 4657 T -7T8 P.007 /008 F -260 Peddr (b+r*oen 1119) /under Ills) ACCEPTANCE No, : ot.OS21,O2 NeII Inrougft plastic umcnl -r J In.I 3 In. Slnph paddy on undrricymtnt WV. paddy cn top ol Ule Ens Coarx Single paddy on under. laymen' Slnele N • under lily Ern Come Ea n Cloture •• ••• • • • • • •• • • Al • • • • • • • ••• •• • • • •• • • •• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • : : • :: •: : r4: : -a1, thongs• RJtc • •••••• • •••• ••• • • • ••• °ToduCl Calltrol Examiner :el Uue SIng1s Nddy undo' tilts Singh paddy Whom ID* 2I.i1 In. Medium oho paddy uaay course only Fisch %%photo Dare cloatue Drip adge 0 r 1 :25 FROM -ABC SUPPLY 048 EON .13: iu r'A.t :♦3 4 510 1u42 >. This Notice of Acceptance consists of pages 1 through B. 561 585 4657. T -7T9 P.008/008 F -260 ruLary yfotitn Products, !pc. ACCEPTANCE No. : 01- 45111.02 d 1 Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, an; no older than eight (8) years. Any and all approved products shall be permanently Labeled with the manufacturer's name, city, state, and the following; statement: "Mi:uni -Dads: County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acccptancc wilt not be considered if: a. There has been a change in the South Florida Building Code affecting tho evaluation of this product and the product is not in compliance with the code changes. b. Thu product is no longer the sai ie (identical) as the one originally approved, c. If the Acceptance holder has not complied With all the requirements of this acceptance, including the correct installation of law product. • d. The engineer N. ho originally prepared, signed and scaled the required documentation initially submincd, i5 no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through late 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 on 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 finny be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then is shall be done in its entirety. A copy of this Acceptance ns well as approved drawings and other documents, Where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. ►. Failure to comply with any section of this Acceptance shall be cause for termination and rentoNal of Acceptance. END OFT111S ACCErTANCE .. ... • • • • • *0 • • . • • • • • •. ••• •• • • • .. • • • •.• . • • • • •• • • • •••• • • • • • • .• • • • • • • • • • • • • • •• • ••• • • •.• • • • • .•• • • • • • • • • • • • • • •• • :ly b Lineage, RRC • •• •• • • • .* •• ••• • • • •••• • 1 ro,!uct Control examiner .. • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Inspection Number: INSP -15311 Inspection Date: 04/20/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Wednesday, April 19, 2006 Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:) 5)795 -2204 Fax: (305)756 -8972 Block: Permit Number BP2005 -1238 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786 - 277 -9540 Page 2 of 2 4 Passed 0 Inspector Comments Iv sv 44.2 g..e,A. v pot-tee -e--€42,-2--0 ' ° `, re'w* -p 9 ac.. ,,,, i , 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15311 Inspection Date: 04/20/2006 Inspector: Grande, Claudio Owner: DOLL, JOHN Job Address: 909 99 Street NE Project: <NONE> Wednesday, April 19, 2006 Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:) 5)795 -2204 Fax: (305)756 -8972 Block: Permit Number BP2005 -1238 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060340230 Lot: Phone: 786 - 277 -9540 Page 2 of 2 PERMIT APPLICATION FOR � MIAMI SHORES VILLAGE a Date 9-q_94. Job Address 96 9 /) e ! .�IC J e, J(itAaxFolio /1 3a(�l�- 0 ) 23 0 t�0 uii3 guSit3 Owner's Address t - 11 Legal Description Owner/Lessee / Tend Contracting Co. Qualifier Square Ft. , I L i State # v 57 3 ' Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BU DING ELECTRICAL PLUMBING MECHANICA ROOFING I' AVING FENCE SIGN WORK DESCRIP1IO4 �i .tis: W L / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin: constructi d zoning. Furthermore, I authorize the above -ned contractor to do the work stated. sk4 Si a " �'?d o .� or Condo 'resident ' C yitNr�ns— G 6 1' u . •�SSIO •4� • � l �� sr gP lar}C a� t ' Owner an3 • ': r C o�'10 President • tgrnmiss(��i//f�t°�L7�Pp/ilres: '�.. iuu 2f61i72 N'Oa FEES: PERMIT RADON Date 9/ 0?(//9(0 at 4 APPROVED: Zoning Building Mechanical Plumbing storically Designated: Yes No Master Permit # ' / ( Phone 75 5_S /o9io / �5 -- DAA SS# , Phone 7 3 5— 3 / (j Ins. C y'' Address Competency # Estimated Cost (value) tc2', COO • )CC Signature of Contractor or Owner- Builder Notary as to Contractor • Own r- Builder My Commission Expires: 8 / f 3-®/9 9 C.C.F. NOTARY TOTAL DUE �� Electrical Dat ate P OFFICIAL NOttRY mu CO ON NO. X77 UP AUG 341991 Engineering A GENERAL: Type of Roof System Assembly to be Applied: BASE SHEET/INSULATION/PLY N/MODI> TED Manufacturer of Roof System Assembly: FIRESTONE BUILDING PRODUCTS 95- 0411.03 Product Control Approval Number: System Number from Product Control Approval: SBS TYPE A o ()E 99 .54, METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BTI'UMEN SYSTEMS (Attach a copy of the Roof System Assembly Product Control Approval and the Aaanu acturerr System Guide Specillcattan) (Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved.) Base Sheet: MB BASE SHEET Fasteners: N/A Ply Sheet(s): SBS BASE SHEET Cap Sheet: SBS MODIFIED BITUMEN Asphalt: ASTM D 312, TYPE N (Note: No insulation system is acceptable under the minimum roof artegory) Joe Ward & Company, Inc. Built-Up Applications and Modified Bitumen Systems Page -1 .1(4 Ward & Company, Inc. 909. -)') 99 s-E, Complete the following for all Roof System Assemblies: (Check one of the following) Recover ❑ Re -roof © New Construction ❑ If a recover, is the existing Roof System Assembly to be used as a bonding substrate? If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate? (U' yes; attach AMU E907 test report) Proposed Fastener: NIA Has the deck been examined for moisture? (Provide data colfirtabse cowl fiance with Section 3401.9(c).) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Nib descrobe) Insulation: (Type, sew and erethod ofattachment f appl icabi.) Base Sheet or Ply: (Type and method of attachment) 5/8' PLYWOOD ❑ Yes © No ❑ Yes ® No ❑ Yes ® No 1 -1 /2" PERI1TE ADHERED IN A FULL MOPPING OF ASTM D312, TYPE III ASPHALT MB BASE SHEET ADHERED TO INSULATION IN FULL MOPPING OF ASTM D312 HOT ASPHALT Built-Up Applications and Modified Bitumen Systems Page -2 Jai Ward & Compauty, Inc. I. ci 09 . 1E (3 0 SA Ply Sheet(s): (Type and method of attachment) Top Ply: (type and method of attachment) Surfacing: Cope, (appl (cable) Flashing Materials: (type and method of attachment) SBS PLY N 1 /EA APPLIED ]N A FULL MOPPING OF ASTM D312, TYPE III ASPHALT SBS MODIFIED BITUMEN FR ADHERED IN A FULL MOPPING OF ASTM D312, TYPE lII ASPHALT GRANULAR SBS MEMBRANE ADHERED IN A FULL MOPPING OF ASTM D312, TYPE III ASPHALT Built-Up Applications and Modified Bitumen Systems Page - 3 Joe Ward & Company, Inc. QoR • fly 9g � inches inches O FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with 'N /A'.) es Built -Up Applications and Modified Bitumen Systems Page -4 Surfacing: GRANULAR (br(dly dwc►da. (applicable) Top Ply: SBS MODIFIED BITUMEN Bonding Materiel: ASTMD312 I 42ra/13,4,44 Ply Sheet(s): SBS PLY IV 1/EA C Bonding Material: ASTMD312}L•} 2Qf ictr 1 a. •C d. F ASTM D312 • 1 G (o O • c . (1(baw the sesckaltached) Base Sheet: MB BASS SHEET Bonding Material: ((ban than bonded) N/A Fastener. N/A (((gyp insulation kw srsch. attacked) Top Insulation Layer. ((appircabl.) 1-1/2' PERUTE 1111/A 3t1 a N: 0:16 ta. °;.. ; (6(tnP bwutatiae Apt (�,n n layer born(.() " °' Fastener: N/A ((insulation sack attached) Insulation: 1 -1/2' PERUTE Bonding Material: AMU D312 ((insulation bo►rdad) 1 . rapor Retarder: N/A (gfappt(cabl.) ner N/A (Qap p l (cable) DECK: Type: 3/8' PLYWOOD Gauge or Thickness: 3/8' PLYWOOD Dandy, (concrete dock: N/A Joe Ward & Company, Inc. fv) s Coping Gauge: N/A Fastener spacing: N/A clip 'Doe: N/A Clip Gage: N/A Type: 5/8" PLYWOOD Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fibtener type and spacing used far wood - blocking attachment PERIMETER DETAIL #1: Parapet Wall Detail 7 " .// "L" metal flashing Fasteners Strip Base sheet Deck Type: 5/8" PLYWOOD Sketch Roofing Components which make up Roof System Assembly at Peru Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing Used far wood - blocking PERIMETER DETAIL #2 Flashing Detail Built -Up Applications and Modlfled Bitumen Systems Page -5 Joe Ward & Comgany,4nc. Sketch Roofing Components with make up Roof System Assembly at Pia Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Composted, names, dimensions, thicknesses, etc. Include D tenor type and spacing used for wood - bloekistg attachment. G.1 s Gauge: ASTM A525 4a Fastener Spacing: INS cf o.c. cli Ta N/A Clip Gauge: N/A Deck Type: 5/8" PLYWOOD Sketch Stooling Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Incbede listener type and spacing used for wood- blocking attadhmea Gdter : N/A Gutter Gauge: N/A Fastener SPcing: N/A PERIMETER DETAIL #3: Gravel Stop or Drip Edge PERIMETER DETAIL #4: Gutter Detail Deck 'yPe: 5/8" PLYWOOD Built -Up Applicaitons and Modified Bitumen Systems Page -6 ff\f ' Jae Ward & Company, Inc. cct• n..S • a9 Stud Sketch Roofing Components which make up Roof System Assembly at any'otha' Perimeter condition which may exist. Insect leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Asivik A525 26 GAUGE EDGE METAL a i la..x Iz SBS STRIP Sketch Roofing Components which make up Roof System Assembly at any'othet Perimeter Condition which may exist. Insert leaders indicating Roofing C omponent names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Built-Up Applications and Modified Bitumen Systems Page - 7 Jae Ward & Company, Inc. 90q Y) e Insert Building and Parapet Heights. afno Parapet aatata. **sort "W4') Also insert applicable information pertaining to the budding below. (Fa* ASCE 748 Fact Sheet Attached) Exposure Category: C Classification Category: 1 AtHuticeneOceanline7 Y No N Basic Wind Speed at Budding Location: 110 mph Building C ondition based on %of Openings: N/A GROUND LEVEL f feet eet Built -Up Application and Modified Bitumen Systems Page -8 BUILDING INFORMATION #1 Joe ward & Company, Inc. 409 NS. q9 Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insect vatiable labeled "a" which indicates perimeter and coiner dimensions per Chapter 23 of the South Florida Building Code. (See ASCII 7-88 Fact Sheet Attache 3x c '1 . (® "©c ■ ■ ■■N■ ■ ■•■■ ■ ■ •I■M■ ••• ■■/ 11 ■■ •■ •■N■H■ ■NO ■ ■NMM■■■■ ■H ■M■■ ■iii NEE �q•EiM EMEME iCiii ■ ■ ■ ■■IS■M=■■■■ ■MMEM M■NGZi■i MINE sorAM■ ■■■■■M M ■EM■■MIMN■■ ■E ■■■■m®. uina■ ■■ ■■MITI■ ■r7 ■N/'WVMEMNMM ■E ■M INMENEN ■■ MIEN■11nt!C_17■ ■■111■ ■■ ■inns ■■ ■ Pi ■Pai■bi=NMM■■ ■ =■■■■M■= I■■ ■■ •'j i• ■ ■M■■■MEa■ ■M■MMMM■■■■■E■••• M■ EMI ■ ■■MM■■■■Mp■ ■N■E■■E■■■■MM■M■N M■ ■■i /■ MOM MN■CRIMEM ME ■■N■N ■MM■■■ ■M■ ■MN■■■ ��nnc M ■EMOREM■INN ■NM■ ■NM■ ■M■sE ■MM■■■ ■M\►■ • ■■ ■ ■ ■ ■N►'N, ■■ ■■■E ■H ■■M ■■■■■■■ /■ MUM MOM ■MMNM ■■.'\MIME ■■NM■■f ■ ■ ■IM ■1■ ••••••■••■•••• M ■N■■N■ZI►••••••• MUM ■■■ ■MM ■M ■M ■EM7lZ■ ■■NM ■MM■■tI EMI M■ M■ /■■■ M ■ ■■ ■MMISErflImg!EMNN ■■■ ■NN \ ■ ■■ H■Er■■ i ■M■ ■ME■■Mmminim ■ ■s ■NEEM/ ■ ■■ NM■■N■■M •••••••••••••••••■••••••••••• M■ ■u ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■M ■ ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ •••• ■MM■MMMI!N ■M■ •■■I'a ■■■ ■■■MS■M■ ■H■■■NI ■•■ •■ ■ill►`N ■ ■ ■ ■■N'I'•••••••••••• ••••••• ■■NMS■11■ ■ ■■ ■M■MM ■ ■■ ■ ■ ■■■ ■ ■M■ IMMUNE= ■s■NMEIIM■■■ ■ ■ ■MM■ ■ ■ ■s ■ ■ ■ ■ ■■ N ■ ■MM ■I■MM N MH■M■ ■ ■ ■!. ■■ ■ ■ ■ ■ ■ ■ ■■ ■■■■ MMM■UMRIMNUYN ■MI■ ■■M ■■ ■ ■ ■■ ■ ■ ■ ■M ■■ MMN■■M■■N■M■N■EM■■■M■■■■MM■MN■■ ■ ■■N■ BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Joe ward & Company, Inc. Job Address: 909 NE 99 STREET Contractor. JOE WARD ROOFING CORP. The undersigned certifies that the Roof System Assembly is in compliance with the plans, specifications, and details subbed by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally who, being first duly sworn, deposes herein is true and correct r awom to and subscribed before me th& th day of 19 / 9Q My won expires } C1 says that all information submitted Licensed Contractor /Owner Signature No Public State ofPlorida Built -Up Applications and Modified Bitumen Systems Page - 10 Firestone Building Products Company 525 Congression Carmel, IN 46032 The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95 -041 1.03 (supersedes 94- 0728.09) APPROVED: Q/13/95 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Product Control Division EXPIRES: 12/27/97 Supervisor BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 372 -6339 Your application for Product Approval of Firestone Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation, South Florida Test Service and Underwriters Laboratories has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County_ Building Code Compliance Department and approved by the Building Code Committee to be u •d in Dade Co Florida under the conditions set forth above. Charles Danger, P.E.. Director Building Code Compliance Department Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Firestone Building Products.Company Acceptance Number: 36 - _ 1.03 525 Congressional Boulevard Approved: N 1 3 19P!•i Carmel, IN 46032 Expires: �_g_g Category: Membrane Roofing Systems Sub- Category: Built -up Roofing Type: Modified Bitumen Sub -Type; APP /SBS System Description Firestone Building Products Co., is a producer of asphaltic and synthetic roof membranes and insulation products marketed nationally. Firestone produces a wide range of roof products for build -up and modified bitumen roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule, and fire rated versions. Firestone Building Products Co., products are distributed through a network of roofing wholesale distributors throughout the South Florida arca. Firestone modified bitumen membranes have been tested in compliance with ASTM D 5 147 and with ASTNI E 108 test requirements. Contact: Greg Brandt Manager, Codes Dept. (3 17) 575 -7000 ext. 7199 t. Insulation Types: Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Extruded Polystyrene (XEPS) Maximum Design Pressures Material Design Pressure Wood -45 psf Steel -45 psf Concrete -120 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Raul Rodriguez Product Control No.: 95 - 041 1.03 Wood Class A Steel Class A Concrete Class A Li12,htweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Undcnvritcrs Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. APP 180 Product TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95-0411.03 Test Product Dimensions Specification Description 39.4" x 32' 10" ASTM D 5 147 Polyester reinforced modified bitumen, granule surfaced membrane. Torch applied. APP 180 FR 39.4" x 32'10" ASTM D 5147 Polyester reinforced, fire retardant modified bitumen, granule surfaced membrane. Torch applied. APP 170 39.4" x 33'6" ASTM D 5147 Polyester reinforced modified bitumen membrane. Torch applied. APP 160 39.4" x 32'10" ASTM D 5147 Polyester reinforced modified bitumen membrane. Torch applied. MB Base Sheet 36" x 108' ASTM D 5147 Fiberglass reinforced base sheet, asphalt coated on both sides. Applied in hot asphalt or mechanically attached. SBS 39.4" x 33'10" ASTM D 5147 Granule surfaced. modified bitumen membrane reinforced with non -woven polyester mat. SBS FR 39.4" x 33'10" ASTM D 5147 Ceramic granule surface, modified bitum.'n membrane reinforced with non - %\oven polyester mat. SBS Premium FR 39.4" x 33'10" ASTM D 5147 Ceramic granule surface, fire rated, modified bitumen membrane reinforced with non -woven polyester mat. SBS Base Sheet 39.4" x 50' ASTM D 5147 Fiberglass reinforced SBS base sheet. Applied in hot asphalt or mechanically attached. SBS Smooth 39.4" x 33'10" ASTM D 5147 Smooth surfaced, nnodilied bitumen membrane reinforced with non -woven polyester mat. Applied in hot asphalt. Raul Rodriguez Product Control No.: 95-0411.03 Test Product Product Dimensions Specification Description SBS Premium 39.4" x 33'10" ASTM D 5147 Granule surfaced, modified bitumen membrane reinforced with polyester neat. Applied in hot asphalt. SBS Glass 39.4" x 33'10" ASTM D 5147 Fiberglass reinforced, granule surfaced, modified bitumen membrane. Applied in hot asphalt. SBS Glass FR 39.4" x 33'10" ASTM D 5147 Granular surfaced, fiberglass reinforced, fire retardant, modified bitumen membrane. Applied in hot asphalt. ISO 95+ various PA 1 10 Polyisocyanurate foam insulation. ISO 95+ GL various PA 1 10 Polyisocyanurate foam insulation. ISO 95+ GW various PA 1 10 Polyisocyanurate foam insulation. Rhoticx various PA 1 10 Polyisocyanuratc foam insulation Rhoticx GL various PA 1 10 Polyisocyanurate foam insulation. Rhoticx GW various PA 1 10 Polyisocyanurate foam insulation. FibcrTop Wood Fiber various PA 1 10 l -li�,h density wood fiber insulation. ISO 95+ Composite various PA 1 10 Polyisocyanurate foam / perlitc insulation. Rhoflex Isocyanurate various PA 110 Polyisocyanuratc foam / perlite Composite c insulation. Polvmcr Fastener Polvmcr Plate PA 114 11/16" diameter, glass reinforced nylon fastener for e.ypsum or ccmcntitious wood fiber decks. PA 114 3" square, galvalunnc plate for use with the Polymer Fastener. Raul Rodriguez 4 Product Firestone AP Fasteners Firestone HD Fasteners Firestone Concrete Drives Test Product Dimensions Specification Description PA 114 # 14- 13 flourocarbon polymer treated., all purpose fastener. PA 114 #15-13 flourocarbon polymer treated, heavy duty fastener. PA 114 1/4" diameter concrete deck fastener. PA 114 Galvalume hex plate for insulation Firestone Insulation 2'/ hex plate Plate attachment. Raul Rodriguez 5 Product Control No.: 95 Product Control No.: 95-0411.03 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Pyrox various PA 1 I4 Polyisocyanurate foam Apache insulation APOC 212 PA 121 Aluminum roof coating. APOC, Subsidiary of Gardner ACFoam 1 various PA 110 Po lyisocyanurate foam Atlas Energy insulation Products ACFoam 11 various PA 110 Polyisocyanurate foam ° Atlas Energy insulation Products Hv -Tec various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hv -Tec 2 various PA 110 Polyisocyanurate foam Cclotex Corp. insulation I-Iv -Therm AP various PA 110 Polyisocyanurate loam Cclotex Corp. insulation I-Iv -Therm White various PA 110 Polyisocyanurate loans Cclotex Corp. Line insulation VaporBar GB 36" x 108' ASTM D 4601 G2 Fiberglas base sheet Cclotex Corp. Channel -Vent GB Dek fast Fasteners # I 4 ASTM D 4601 Glass mat with mineral Celotex Corp. granules PA 114 Insulation fastener Construction Fasteners Inc. Dek l<ast Fasteners PA 114 Insulation fastener Construction # 15 FI D Fasteners Inc. Dek fast Flex Plate PA - 1 14 Galvalume stress plate for Construction use with Dekfast Fasteners Fasteners I nc. Raul Rodriguez 6 Product TPR Fastener FM -45, FM -60, FM -90 Fasteners and FM -30 Disc F 900 ISO 95+ GL ISO 95+ GW Rhoflex Composite GAF Stratavcnt GAFglas #6192 -900 Test Product Dimensions Specification Description PA 114 PA 114 PA 121 ISO 95+ Composite various PA 110 various PA 110 various PA 110 various PA 110 Lightweight insulating concrete deck fastener Base ply fastening systems for lightweight concrete decks Roof emulsion Polyisocyanurate foam / perlite insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanuratc foam / perlite insulati )n Rhoflex GL various PA 110 Polyisocyanuratc foam insulation Rhoflex GW various PA 110 Polyisocyanurate foam insulation GAFGLAS # 75 3' x 108'; Roll ASTM D 4601 G2 Fiberglass base sheet weight: 75 lbs. ASTM D 4601 Asphalt coated, granule surfaced, glass mat ASTM D 4601 Glass mat basc sheet PA 121 Roof Raul Rodrigucz 7 Product Control No.: 95- 0411.03 Manufacturer Creative Construction Components ES Products, Inc. Fields Firestone Firestone Firestone Firestone Firestone Firestone GAF Materials Corporation GAF Materials Corporation GAF fvlatcrials Corporation Gibson- I-loinans Test Product Product Dimensions Specification Description Manufacturer Durakote #151 PA 121 Roof coating Gilsonite Asphalt Primer ASTM D 41 Asphalt Primer generic Asphalt ASTM D 312 Type 111 or IV Hot asphalt generic bitumen adhesive High Density Wood various PA 110 Wood fiber insulation generic Fiberboard board Perlite insulation various PA 110 Perlite insulation board generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular generic 1 V," discs. Base Sheet ASTM D 4601 G2 Base sheet `generic Type 11 Type X Gypsum various Fire resistant rated Ilypsunt generic Product Control No.: 95 Henry 520 PA 121 Aluminum roof coating Henry Co. !so-Lite E various PA 110 Polyisocyanurate foam International insulation Pcrmalitc Roofgrip Fastener PA 114 Insulation fastener ITW Buildex # I4 Flat Metal Plate Karnak No. 169 3" square PA 114 Galvalume plate for use ITW Buildcx with Buildcx Roofgrip ASTM D 2824 Aluminum roof coating Karnak Corp. r / / �! • r Raul Rodriguez //' 1 - • . - 8 E'NRG'Y -2 Olympic Fastener #14 Olympic Metal Plate Olympic CR Fastener CR Base Sheet Disc Olympic Strap Toggle Fiberglas Dimensions Product Karnak 97 AF Karnak 97 Barrier Board Plus various E'NERG'Y PSI -25 various PA 110 Multi -Max FA various PA 121 PA 121 PA 110 various PA 110 various Test Product Specification Description PA 114 PA 114 PA 114 PA 114 Gaivalume disc for usc with Olympic Olympic CR Fastener Manufacturing Group, Inc. PA 114 PA 1 10 PA 110 Roof coating Roof coating Polyisocyanurate foam / wood fiber insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastener Metal plate for usc with Olympic fasteners Insulation fastener assembly for lightweight concrete Insulation fastener Fiber glass roof insulation Polvisocyanuratc foam insulation Raul Rodriguez 9 Product Control No.: 95 Manufacturer Karnak Karnak NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. RMAX Test Product Product - Dimensions Specification Description Manufacturer GlasBase 36" x 108' ASTM D 4601 Type II asphalt Schuller impregnated and coated international glass fiber base sheet GlasKap 36" x 36" ASTM D 3909 Asphalt impregnated and Schuller coated felt surfaced with International mineral granules for use as top ply PermaPly 28 36" x 324 sq. ASTM D 4601 Glass fiber, asphalt Schuller ft. impregnated base sheet International Inc. UltraGard Gold 11 various PA 110 UltraGard 11 Ventsulation Insul -Fixx Fastener Insul -Fixx S Vapor Chan Rawl Spike Rawl Fasteners #14 various PA 110 Polyisocyanurate foam Schuller insulation International Inc. 36" x 36' ASTM D 3909 Asphalt coated, granule Schuller surfaced. glass mat with 1" International “rid embossed wafllc pattern for venting 3" square PA 114 PA 114 Insulation fastener SFS /Stadler ASTM D 4601 Glass mat coated with Tamko mineral granules PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck PA 114 Polyisocyanurate foam Schuller insulation International Inc. Galvalume stress plate for SFS /Stadler use with lnsul -Fixx Fasteners Insulation fasteners Raul Rodriguez 10 Product Control No.: 95 -041 1.03 The Rawlplug Company Inc. 7 1, Product Rawl Fasteners PA 114 #I2 Rawl Metal Plate 3" round PA 114 Rawl Speed -Lock Toggle Bolt Rawl Drive Rawlite Rawlite Plate Tru -Fast CF Fasteners Tru -Fast Fastener 1-1D Test Product Dimensions Specification Description 3" round PA 114 PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck PA 114 PA 114 Plate for use with Rawlitc The Rawlplug fastener Company Inc. PA 114 PA 114 Insulation fastcncr with Tru -Fast plastic or steel plate Insulation fasteners Galvalume stress plate for Rawl #12 and #14 Fasteners Insulation fastener assembly Insulation fastener for cementitious and gypsum decks Insulation fastcncr with steel or plastic plate for concrete Raul Rodriguez II Product Control No.: 95 Manufacturer The Rawlplug Company Inc. The Rawlplug Company lnc. . The Rawlplug Company Inc. The Rawlplug Company Inc. • Tru -Fast TEST REPORTS Test Agency Test Identifier Description Dal Factory Mutual J.I. 1N6A6.AM Wind Uplift 01/10/89 Research Corporation Classification Factory Mutual J.I. 1Q3A2.AM Wind Uplift Research Corporation Classification Factory Mutual J.I. IT8AI.AM Wind Uplift 07/30/91 Research Corporation Classification Factory Mutual J.I. 1T8A2.AM Wind Uplift 07/23/91 Research Corporation Classification Factory Mutual J.I. OWIA8.AM Wind Uplift Research Corporation Classification Factory Mutual Research J.I. OZ5A3.AM Wind Uplift 03/08/95 Corporation Classification Factory Mutual Research J.I. 2Y3A3.AM Wind Uplift 11/28/94 Corporation Classification Factory Mutual Letter Approval Extension 12/03/92 Research Corporation Factory Mutual Letter Approval Extension Research Corporation Factory Mutual Letter Name Change Research Corporation South Florida FBPC- I X -1 185 ASTM G 26 -90 Test Service Underwriters R9516/88NK22583 Fire Classification Laboratories Compliance Underwriters R95I6/88NK28925 Fire Classification Laboratories Compliance Raul Rodriguez 12 Product Control No.: 95-0411.03 10/08/90 12/07/92 03/19/91 06/15/90 09/10/92 11/30/88 03/29/89 ""nduct Control No.: 95-0411.03 Test Agency Test Identifier Description Date Underwriters R9516/89NK18670 Fire Classification 04/02/90 Laboratories Compliance Underwriters R9899 Fire Classification 05/12/88 Laboratories Compliance Underwriters R9899/86NK8498 Fire Classification 08/14/86 Laboratories Compliance Underwriters R9899/87NK7630 Fire Classification 11/03/87 Laboratories Compl iance Underwriters R9899/88NK7005 Fire Classification 03/29/88 Laboratories Compliance Underwriters R9899/8INK25749 Fire Classification 08/26/82 Laboratories Compliance Underwriters Letter Name Changes 02/08/90 Laboratories Underwriters R9516/94NK1 1625 Fire Classi fication 08/08/94 Laboratories Compliancc Underwriters R9516/95NK2269 Fire Classification 02/03/95 Laboratories Compliancc Raul Rodriguez 13 Membrane Type: SBS Deck Type 11: - Wood, Insulated, New Construction Deck Description: 10 / 32 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No. Per Board Density Approved Type(s): Iso 95+ GL, GW, Composite, Rho flex Composite Minimum: 3' x 4' x 1.4" N/A N/A N/A N/A Approved Type(s): Multi Max FA Minimum: 3' x 4' x 1.5" N/A N/A N/A N/A Approved Type(s): ACFoam I, II Minimum: 3' x 4' x 1.3" N/A N/A N/A N/A Approved Type(s): Hy- Therm AP, Whiteline Minimum: 3' x 4' x 1.3" N/A N/A N/A N/A Approved Type(s): Pyrox Minimum: 3' x 4' x 1.3" N/A N/A N/A N/A Approved Type(s): UltraGard 11 Minimum: 3' x 4' x 1.5" N/A N/A N/A N/A Approved Type(s): Pcrlitc Minimum: 3' x 4' x' /4" N/A N/A N/A N/A Insulation Fastener Fastening Fasteners Fastener Top Layer Type Detail No, Per Board Density Approved Type(s): Pcrlite Minimum: 3' x 4' x' /." N/A N/A Raul Rodriguez 16 Product Control No.: 95- 0411.03 Product Control No.: 95- 0411.03 Insulation Fastener Fastening Fasteners -Fastener Top Layer Type Detail No Per Board Density Approved Type(s): Fiber Top, High Density Wood Fiber Minimum: 2' x . 4' x'/_" N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full moppings of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsisq.. refer to Dade County Protocol PA 117 for insulation attachment requirements. Anchor Sheet: One ply of Firestone MB,' Firestone SBS Base' Sheet, Celotex Vaporbar GB, Manville GlasBase, GAF G'AFglas or Perma'Ply 28 with a 4" side lap mechanically fastened to the deck as described below: Fastening: Base Sheet: PIy Sheet: (Optional) One of SBS Smooth or SBS base sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Nlembrane: One ply of Firestone - SBS, - FR, - SBS Smooth, - Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the cent of the sheet 1 ' o.c.. One ply of Firestone MB, Firestone SBS Base Sheet, Celotex Vaporbar GB, Manville GlasBase, GAF GAFglas or Perma PIy 28 adhered to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 Ib. and 300 Ib., respectively, set in a pour coating of type 111 or IV asphalt at 60 Ib. /sq.. 2. Karnak No. 97, No. 97 AF at an application rate of 1'A gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classitication: 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: Raul Rodriguez 17 Slope Positive drainage up to Inch per lineal foot,. is required. Material Requirement Firestone MB or Venti • Firestone SBS Base S r , Firestone SBS Glass . Deck: The gypsum Firestone general re 2.) Asphalt: The asph ASTM D 312, Typ 400 °F (204.4 °C) w Base Sheet: Sta Firestone MB or V the roof deck. Th ?: dance with Fire Section 8.) Firestone SBS B 1 ply of Fireston ping of Type IV sq. ft. (9.29 m sheet of Firest . stagger with t sheet shall m all laps. (See e Firestone SB install one la SBS Membr approximate) sq. ft. (9.29 ward pres Requiremen Flashing: T forced) Me Warranty Spec. No. L- MS34 -M L- MS35 -M Requireme is to upgrade to 15 years: • New con ruction or tear -off. • Mop a Firestone SBS Premium Elase Sheet in lieu of SBS Base S ificahons` ; ri r- - ;; • " w: ss• •• :.•- F eight ncrete„ y sum: "ec 2 inc per lineal foot. For slopes above 1/2 ning the Firestone SBS Glass or Glass FR Base She eet Firestone SB r lightweight uirements. (See t shall be certified IV. Application sha ichever is greater at t ng at the low point nting Base Sheet by ro base sheet must be mec one Specifications. (Se Per 100 Sq. Ft. (9.29 m 1 Ply 1 Ply Glass FR 1 Ply ncrete deck must conform to eneral Requirements Section y the manufacturer to meet be EVT t 25 °F (±3.9 °C) or point of application. the roof, install 1 ply of ng out the sheet dry over nically attached in accor- General Requirements se Sheet: Starting at the lo SBS Base Sheet by rolling th sphalt at a rate of 25 lbs. (± 1 in accordance with Firestone S ne SBS Base Sheet shall be a h e Firestone SBS cap sheet. The ntain a minimum stagger. of..12 inc eneral Requirements Section 8.) Glass or Glass FR: Starting at the lo er of Firestone SBS Glass or Glass F e must be fully adhered to the base 25 lbs. (± 15 %) (11.34 kg) of Type IV 2 ), ensuring proper adhesion by applying re on the roll during installation. ( Section 9.2.) flashing material shall be Firestone SBS (po brane. (See General Requirements Section 10.) Max. Warranty Term 10 10 oint of the roof, install sheet into a full mop- ) (11.34 kg) per 100 cifications. The first f width to assure a ase sheet and cap s (304.8 .mm). for.; oint of the roof, . The Firestone heet by using phalt per 100 sitive down - e General ester rein- \ Sheet. a Slope Positive drainage up to .1/2' inch per lineal foot. For slopes above 1/2 inch per lineal foot, fastening of the Firestone SBS Glass or Glass FR is required. Material Requirements Per 100 Sq. Ft. (9.29 m Firestone MB Base Sheet 1 Ply Firestone SBS Base Sheet' 1 Ply Firestone SBS Glass or Firestone SBS Glass FR 1 Ply Deck: The wood deck must conform to Firestone general require- ments. (See General Requirements Section 2.) Asphalt: The asphalt shall be certified by the manufacturer to meet ASTM 0 312, Type IV. Application shall be EVT t 25 °F (±3.9 °C) or 400 °F (204.4 °C) whichever is greater at the point of application. Base Sheet: Starting at the low point of the roof, install 1 ply of Firestone MB Base Sheet by rolling out the sheet dry over the roof deck. The base sheet must be mechanically attached in accordance with Firestone Specifications. (See General Requirements Section 8.) Firestone SBS Base Sheet: Starting at the low point of the roof, install 1 ply of Firestone SBS Base Sheet by rolling the sheet into a full mop- ping of Type IV asphalt at a rate of 25 lbs. (t 15 %) (11.34 kg) per 100 sq. ft. (9.29 m in accordance with Firestone Specifications. The first sheet of Firestone SBS Base Sheet shall be a half width to assure a stagger with the Firestone SBS cap sheet. The base sheet and cap sheet shall maintain a minimum stagger of 12 inches (304.8 mm) for all laps. (See General Requirements Section 8.) Firestone SBS Glass or Glass FR: Starting at the low point of the roof, install one layer of Firestone SBS Glass or Glass FR. The Firestone SBS Membrane must be fully adhered to the base sheet by using approxi- mately 25 lbs. (± 15 %) (11.34 kg) of Type IV asphalt per 100 sq. ft., (9.29 m ensuring proper adhesion by applying positive downward pressure on the roll during installation. (See General Requirements Section 9.2.) Flashing: The flashing material shall be Firestone SBS (polyester rein- forced) Membrane. (See General Requirements Section 10.) Warranty Max. Spec. No. Warranty Term W- MS34 -M 10 W- MS35 -M 10 Requirements to upgrade to 15 years: • New construction or tear -off. • Mop a Firestone SBS Premium Base Sheet in lieu of SBS Base Sheet. 17 Raul Rodriguez 148 Product Control No.: 95 General Limitations: 1. All asphalt shall comply .vith ASTM D 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An .overlay /recovery .board . insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design velocity pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a contractor liscensed to perform rooting work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. I0. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Buildipg Code. 11. All attachment and sizing of perimeter nailcrs and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the S. 11 Fl idr. uilding Code. 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall'fbe °approvedAn- compliance =with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk .tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at %good blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' -of this - Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value of 250 lbf as tested in compliance %vith Dade County Protocol PA 105. If the fastener values as tested arc below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall he based on a rupture value (the fastener stress plate pulling over the base ply) of .t tnoc tb 90 ,bf.. U Raul Rodriguez 149 Product Control No.: 95- 0411.03 Raul Rodriguez 150 Product Control No.: 95-0411.03 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 300 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 lbf. insulation attachment shall not be acceptable. • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be causetor termination approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94-0728.09 Raul Rodriguez Product Control Division Supervisor one or more piles of "SO 'maned. M•mbren•: - SOS Gins FR (modified bitumen), hot mopped. Deck: C -15/32 (25 lb/s Ply Sheet Two or more plies of Type 0 -2 Incline: //2 - S05 Base Sheet mechanically fastened or q peN MB Bess Sheet" (26 lb/sq mint or NY Sheet: hot moPPt,d. (Optlon•9 One or more plies of `58S smooth', toned - hot mopped or mechanically fa•- • 86. Click: NC , mooned. Click: losuletlorc (Optional) Any Lk Classified. any thickness (EPS must be covered with 1/2 In. min wood fiber. gloss fiber Of ' Bas. Sheet One or more plies Type 0-1..0-2 or 0-3. or - SITS Base Sheet ". mechenlcally les• tened or hot mopped. Ply Sheet (Optioned One or more 0 ' SBS Smooth`, mechanically fastened or hot mopped Membrane: One of more pile. "58S 0111411 FR (modified bitumen). hot mopped. ' 86. Dock: C -15/32 Incline: 3.1/2 insulation: (Optional) Any Ul Classified, any thickness. Barrier Board: Regular or water resistant wallboard, 1/2 In. nom. Membrane: - Standard Rubbergerd (EPOMI 46 of 60 mil. Surfeeing: Mier the EPOM Is allowed to weather for spprotlmetely two weeks. "PC -100 Coat- lag at 1 g.Vso. Optional: Gener.l purpose or alllce sand (sieve sire of 60 to 1001 may b. ap- plied Into the wet coating at 36 Ib /sq. LOOK FOR MARK ON'PRODUCT sd• •. wee "PC -100 Coat - .1 60 •1, 1001 may b• •0- ..tiled viper r•larder. wing: - Jltrg.rd Pr•ml•r, n tiled Women". heal (used r(t or K.m•k - No. 97 Fib- s.. ty •dh•r•d In eccord•nc• .tonal or hot mopped. fret,' (EPS' 1s used. . min Id. r. In. thick min. t: Perth.. wood fiber. glass l feting concretes (poured In Ily, • bete concrete deck • Flbertop E. - Flbertop C - . an E311". Mai "Muhl -Mat ". Menvlll• lc Plus 'Thermos Hy -Tic • '150 -Oeck Cr American osm Ultra - , any thickness. .11. ••trr,d•d or •spand•d E. - Flberto0 C - Flbertop .il. .ny thickness. ,n. wallboard offset B In. with osm 11 ", RMes "Multi -Mai nos Hy -Tee Plus ". 'Therms '1S0 95+FK - . - GW - or lilt. lolnls In wallbosrd o(bet 6 ad: Pedlte. wood fiber. glass mit . Iola(' In wallboard offset 6 red: Perlite, wood fiber, plass 'T ROOF COVERING MATERIALS (fEVT) ROOFING SYSTEMS (TGFUJ— Con(inued 201 67.-- Deck: NC Insulation: (Optional' Any Ill CI•ssl( led. soy thicketed Ina: 1-1/2 wood Ober. glass ((bee or partite/. EP5 mars( be covered with 1/2 In. miss 8••• Sheet: One er more piles Type 0 - 0.2 or 0 8... Sh••t or - 5135 Oaa• St...C. mechanically fastened or hot mopped. PIy Sheet (Optional' - SOS Smooth`, mechanically (,.1 nod or hot mopped. Membrane: One or more plies 68S Class FR 'SbS', 'SBS Premium or - SOS Smooth (modified bltume..J hot mopped. - Surfacing: Gravel. Deck: C - 15/32 tnauIetlorc Incline -. 1 (Optional) Any UL Cl esslMd. goy thickness (EPS must be covered with 1/2 In. min wood fiber, glass fiber or perfitel. Beat, Sheet: One or more pllei Type 0 - 1, 0 - or 0.3, - M8 Base Sheet or `SOS base She•t". m.chantcany fastened or hot mopped. Ply Shoat (Optional) One or more plies - SOS Smooth medtankeny fastened or hot mopped. Membrane. One or mote plies - S8S Class FR' - Sin; - SOS Primes.," or 'S8S smooth- (modified bitumen(, hot mopped. Surfacing: Gravel , , . 69. Deck: NC • Insulation: (Optional) Any Ill Classln (EP etd. any tfdckhess Incline: 1 wood fiber. P1.,. fiber, gypsum wet(board or pu lite/ S mutt be covered with 1/2 In. min 'Bete Sheet One or more plies Type 6-1, 0-2 or 6-3. of " SOS Base Sheet', mechanically fa. toned or hot mopped. PIy Street (Option,/ One or more pees 'SOS Smooth'. mechanically fastened or hot mopped. Membrane: One or more plies - SOS - . - SOS Prendum or - SOS Smooth', hot mopped. Surfacing: Karnak Chemical Corp.-No. 97'. 1 gsVa 01 No. 97AF', 1 -1/2 gal/sq. 60. Deck: C -16/32 !esclki 1/2 Base S hot oppe • e md BS • piles Type G- 2(25(b /sq min.) or `S Base Sheet - . mechanically Ply Sheet (Optional' One or more Ones "'SOS Smooth - . mechanically fastened or hot mopped. Membrane; One or more plies - 55S - , '''SOS Premium or - 685 Smooth ", hot mopped. Surfacing: Klimek Chemical Corp. - No. 97', 1 gel/sq or "No. 97AF , 1 -1/2 g•Vsq. 61. Dade 0.15/32 lneulatlot PolytaocYyarwnte, urethane, tncfin•:1/2 compost('. 2 In. thick ml Oolylsocoamrcata/Pet1k• composite, urethane /parlha offset 6 ht with lotms In de ck Insulations ont� ring partite, m hkkn. of 2 I Irt may be f used In 1.1/2 In. thickness N covered with 1/2 In. thick toyer of wood fiber, pleas fiber. 'Nutt. or oy0 sum wallboard, Base Sheet One or more plies Type 6-2 or - 5BS Base Sheet - . mechanically fastened or hot mopped. Ply Sheet (Options,/ One or more plies 'SBS Smooth", mechanically fastened or hot mopped. Membree One or more Whoa - S8S' , 'S8S Premium: or `685 Smooth" (modifted bltum•nL hot mopped. Surfacing: Karnak Chemclel Corp - 'No 87'. 1 geVeq of 'Tip 97AF 1 -1/2 gesq. • 62. Deck: NC insulation: Incline- 1 (Optional) Any Ul Classified, any thickness_ (EPS must be covered with 1/2 In thick min wood fiber. West fiber. 'wilt* or pypsom scal(boeftlL Bas. Sheet One or more plies Type C -1. 0-2, 6.3 or - MB Sae Sheet , mechanically fas- tened or hot mopped. Membrane. '58S FR" or - SBS Premium FR" (modified bitum• hot mopped. 63. Deck: C•16/32 . Insulation: Wood fiber, 1 in. thick ml Incline. 1/2 ruin, pot s n. glass fiber, 16/16 In. thick min, penile. 3/4 in, thick YI ocyanurale, phenolic. urethane, polylsocyanurate /p•dite composite or urethane /per. Ilse composite. 2 Ili thick min. or polylsoeyenurale, ph.notle, urethane, polylsocy.nuret•/oar• (ha composite or ureth.n. /perlIt• composite, min 1•1/2 In. covered with: t JWood fiber. 1/2 In. min, 2.)P71dt(e, 1/2 M. min, 3/)Gypsum, 1/2 In. min. (JFiberglees, 1/2 In. min. Joints In In. sulellon offset 6 In. with Joints In deck. PIy sheet One or more plies of Type G - (20 1b /sq m!r1I `M8 Base Sheol' (26 its/so minl w " "SBS Base Sheet rn Ply eh . ' 1 mopped. • 0.1 hot mopped or mech•n. BUILDING ELECTRICAL PLUMBING ROOFING Owner of W. G 0*( N L Building MIAMI SHORES VILLAGE, FLORIDA 2 44 0 DATE 19 PERMIT 7995 Contractor's 7 License No. Z c. Work to be performed under this Permit i40p is Architect o rBuilder r L.►._ el • t e,F 14 c,0 , & t :- - #s � 'dw , 1 t: Co Legal Lot Subdi- Description B1 vision Address of Q 'E Value of b 1 Amount of 4 Building 9 � i 0 • ti, 1 et c Pr .P, �` 1 + P @riilit $ �+ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion berefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the sttements or,�.pecifications and that he a Os respon- sibility for work done by his agents, servants or employees. S / Signed. e • .-It-.'�' ' t CTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with 1 ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoritigir of iami Shores Village. In as cepting this permit I assume responsibility for ell work done by eiper, myself, my agent, servant or employee. CONTFtACTOR OR BUILDER BY Registered Architect and /or Engineer Disapproved (Signed) ._ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must: be kept at building during progress of the work. Date Owner's Name and Address. _. - d7/ 4 v ,Y've . No Name and address of licensed contractor.__. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. _9a� _ /_' State work to J e done and purpose of building (by floors )__/C /` 44 CC • o / / 0/‘ (o- T� Jr • and for no other purpose. New Building Remodeling Addition Repairs (/ No. of Stories / // To be constructed of Kind f foundation Roof Covering__.TCP ✓ Estimated Total cost of improvements $ . f ° -12-41- Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 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 5968, 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. � �^� Remarks ( Signed) __ Street Notary Public, State of Florida O-Q /o - �rJ 19 STATE OF FLORIDA, COUNTY OF DADE. 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 G % 3 Date -3 - S Read, Sworn to and Subscribed before me. Date Building I pector My Commission Expires PLANNING BOARD 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder ' Legal Description - Address of wilding Lot Bl. MIAMI SHORES PERMIT N° VILLAGE, FLORIDA CONTRACTOR OR BUILDER BY 2810 Work to be performed under this Permit Subdi- vision _ Value of Project $ DATE }- Contractor's License No. Amount of Permit $ This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any me if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ;ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations Pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work lone by his agents, servants or employees. Signed. .. -i; .i .1 BY i J , .0 f , c s� y , 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 ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- =opting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY 195 - B 4 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. f' Owner's Name and Address.. `' ` - O- ___.___d ♦__L..__t and /__ Engineer - - L _ Location and legal description of lot to be built on: / ' Lot Block Subdivision Street and Number where work is to be done 7/ T MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date , 19 3 S� /t0 (.:-- No / f 7. Street- State work to be done and purpose of building (by floors) and for no other purpose. New Building ....ILrRernodeling Addition Repairs No. of, Stories• To be constructed of Kind of foundation Roof Covering ..� Estimated Total cost of improvements $ / - Amount of Permit $ F `-- 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 The undersigned applicant for this building pennit 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 SuPpleme and has complied with the provisions thereof, and will require similar compliance from all contractors or .ub- contractors employed by yi in the work to be performed under this permit; and will post or cause to be posted for i •. pection o. he s to of the work such public n••ice or notices as are required by the Act. The undersigned agrees to employ only such s . ontractors �n w rk be performed u 3 e • this permit, as are licensed by Miami Shores Village. Remarks (Signed)._ STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, peared personally ap- 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. / ( _� Read Permit No � � � � Date. � ,Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chainnan 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.