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ROOFING
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date S -a 0 - 96, Job Address / 1/0 D A/ F / Tax Folio /1- 32 oS- 0,23 - 003 0 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant HA R /< b . ( A 2 JOf A,I T Fw Master Permit # ('3 9 27 ,) 3 980 Owner's Address / 4 /O0 ,(/f JO / 57,0'C7* Phone 55 / - � / 9 00 Contracting Co. L A7 11 E. An F/ A / (S r Al 177 L Address 99 9 9 /(! H/ S 3 Co k rt r Qualifier ,- i l9NfS h. F.ivb,S/cev✓ SS# Qs - -3 s Y4 State # Municipal # Competency # 1��' 71ns. Co. Architect/Engineer �/ /q Address / 7 Bonding Company A/ 4 Address Mortgagor A//x} Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICALCOOFING PAVING FENCE SIGN WORK DESCRIPTION /(/F i/ t!O keg? .' T/ &i ( p 30, ' fF // 9o ) ✓ - f /SAI17 , . Cokote..71/iu f /oy/*/op #7' </ riff //ndfr /ayrrlt:.if(9Ott) Tn.s /G /t 77/E- w/ Po / oetAfsivr Square Ft. 6,00 Estimated Cost (value a3 OD WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IIVIPROVEMENTS 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. OWNER'S AFFIDAV T: I cert that . l.the foregoing information is accurate and that all work will be done in compliance with all applicable laws regu .tiny cons tion an zo 'n:. ermore, I authorize the a. e - amed contractor to do the work stated. gnature of owner and/or Condo Preside / Date A6/14) No ' as to Owner and/or Condo President Date My ommission Expires: FEES: PERMIT CO, o d RADON APPROVED: Zoning Mechanical Y ot, t. MIMI E. ALLBRITTON 2 : ° COMMISSION M CC489020 dr EXPIRES AUG.16,1999 Building C.C.F. 1, 50 NOTARY Not. - as to Contractor or Owner- Builder My ommission Expires: Electrical Date Date o��C`Y P � %. MIMI E. ALLBRITTON "COMMISSION a CC489020 n c if EXPIRES AUG.16,1999 TOTAL DUE 6 /. Engineering Job Address: 16/0O NE /0/ 6 r APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE - SET TILE SYSTEMS 1. General 12aoia58 Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code4SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: liNew Construction ❑ Re -Roof Noje: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page -1 2/27 if c:)J ; ; Process No. Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the followingl: ❑ nominal' 'A" Plywood (for re -roof only) f Nominal' /," Plywood ❑ Wood Plank " ❑ Other (fill in) Roof Pitch (fill ini: ,3 " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/: ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over . a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 4," which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? CD no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature yes no Is the proposed . underlayment approved for use with this tile system assem no Job Address: Proiect Information (continued): ■ If: the proposed undcrlayment is self - adhered, have you complied with the venting requirements of Yon 2913.3 (b), (c) and (d) of the South Florida Building yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment _fasteners in compliance with the requirements of the Santo Florida. Building Code (minimum 12 ga. annular g s coiiossion reisistant 4. The Tile System Assembly: -; The following information is equi d to confirm compliance with Subsections 3403.5(a) and (c)`and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: /yon X/• . /o/ o» Tile Material: ❑ Clay B' Concrete ❑ Other: Mortar or Adhesive: 0-v vr \j ( I� auie.r) { Product Control Approval Number: . 9 4 I aa1; Q8 Contractor: Check one of the following 'wliiW 'apply to the proposed tile securement for use with the proposed tile system assembly: - Mortar or Adhesive Set Tile Systems Page - 2 ❑ Mortar: Manufacturer: Mixing Ratio: "Adhesive: Type: l /Other: N/A Underlayment: Length: Type: Length: Process No. Manufacturer: ', ,G ytc.ri N - Tile Fasteners (for first three courses if roof Ditch exceeds 5 ":12" and is less than or equal to 7 " :12 "1: Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: t or SeNGo Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's_ Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of I" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: / Vc 'if. /0/ (17- Underlayment (continued): Check all of the following which apply,to the proposed underlayment for use with proposed tile system assembly: • ASTM #30 asphalt saturated felt with: 0 19" overlap 0 /6n-overlap ei: overlap Manufacturer: TA-YVIKO ❑ ASTM #15 asphalt saturated,felt with: Manufacturer: Tn ran ko ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicablej: ❑ Other: Type: Length: Manufacturer: " O 19" overlap O 6" overlap O 4" overlap Manufacturer: 11 Mineral Surfaced Roll Roofing with: ❑ 19" overlap O 6" overlap 10 A" overlap Check one of the following which apply to the proposed underlayment attachment: ❑ Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1'4" tin cap: Length: Manufacturer: Se co Contractor: 1-A -t 'ME �(�77 5- Process No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per the system assembly Product Control Approval): Field: to _ " o.c. Laps: 1 a. " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: • 661 Wa.k11 4 'Vcg rs ' Dimensions: + � Gauge or Thickness: 9. b C c.■16 Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: /Flashing Cement: Type: Manufacturer: K4 -ry v► _ Ll5Sb - T *PCA Job Address: / VDD ,VE LD/ (57" Adhesives (continuedi: Contractor: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following: The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. 0 Ridge: Type Size in 0 Soffit: Type Size in Note:. If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Process No. Job Address: / •S/0 0 AO' /to/ (57 Contractor: DETAIL #1 Job Site Identification:... 410k Mortar or Adhesive Set Tile Systems Page -5 /4-.7-/7--6.4497 Process No. Ridge Venting: kkoplicab/4 Roof Pitch Deck:A" 1 roe: rhick.esr 675 Underlayment: 30/90 Head Lap Dimension: 2." Underlayment (minimum 2' unless otherwise specified Fastener: 1" 12:30-• in the tile ryston eusemblyProduet Control APP Mortar/Adhesive: PA y 3 12" FILL IN APPLICA13LE ROOFING COMPONENTS WI IICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SIIOWN ON THIS PAGE. (Where Roofing Component not uscd in Tile Systcm Assembly, fill in with "N/A". ) Tile: (NI beArrnua4. L vt Tile Fastener: M 3" N L Edge Metal or Gutter Fastener: 1 r hANK Bird Stop: N/ 4 ( applicable ) Edge Metal or Gutter: 2! /t. 210 30,, 4.— 90 Fadstingor Proposed Soffit Venting: Job Address: Jh /O f /D/ or. Contractor: LA kr) Process No. " Ridge Height•. Ea Height: Roof Mean Height t feet feet k. feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attached ) Exposure Category: Classification Category: At I Occanlinc?: Y N Basic Wind Specd at Building Location. 110 mvh Building Condition based on % of openings: (See Table 9 ofASCE 7-88) 06461r)-( Ground Level BUILDI/N INFORMATION #1 ob Site Identifications / pr - Ct ok-. Mortar or Adhesive Set Tilc Systcms Page - 6 Job Address: /'/127 Ai( //)/ ContractorI 777" C /T Cvijrl ff `5T• Process No. T EXISTING / NEW ADDN 3/12 24' 0" Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ACSE 7-88 Fact Sheet Attached) 22 O" BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Nail -on Tile Systems Page -7 Job Address: /' /O() A /O/0 The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly: is in compliance with the plans, specifications, and details submitted by the architect... STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared Tames . b. Es Skow who, being first duly sworn, deposes and says that all information sumitted herein is true and correct. Sworn/to and subscribed before me thi 19,p My commission expires: Notary Public State of Florida Contractor: L07/ T £ "XI Mortar or Adhesive Set Tile Systems Page - 8 fi pvY Pr/ t. E. ALLBRITTON COMMISSION # CC489020 At - EXPIRES AUG.16,1999 Process No. METRO DADE METf1O1'OLITAN DADE COUNTY. FLORIDA MEMO-DADE FLAGLER BUILDING Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 331 1 I Your application for Product Approval of Monier Roof Tile Mortar or Adhesive Scl Concrete "Bermuda Flat" Booting Tile under Chapter 8 of the Metropolitan Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc. 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 Codc 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 Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. llte Iuilding Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.: ACCEPTANCE NO.: 91-1221.0$ EXPIRES: DEC 2 7 1997 - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET. SEE ADDITIONAL PAGES FOlt SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE ll:is application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dadc County, Florida under the conditions set forth above. DEL 27 1994 APPROVED: BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1G03 METRO-DADE FLAMER BUILDING 140 WEST FtAOIER STREET MIAMI, FLORIDA 97130.1583 ) 1'ltO1)UCT CONTItOL NOTICE OF ACCEPTANCE FAX (os S i c - 2Qoe Raul Rodriguez Product Control Division Supervisor Charity Danger, P.E., Direct Building Code Compliance Department Metropolitan Dadc County Applicant: Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 33 11 1 Category: Prepared Roofing Sub - Category: Tile Type: Mortar Set/Adhesive Set Sub -Type: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSCEr 1 APPROVAL System Description Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800) 432-2715 Product Control No.: 94- 1221.08 (E 2 7 1994 Expiration Date: DEC 2 7 1997 Approval Date: Monier Roof Tile is a member of the Rcdland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control...Approval relates to Monier's "Bermuda Flat" tilt profile Refer to appropriate Productrati[Q1 Approvals for other tile profiles. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Codc requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for (vlonicr's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 3 of this approval. Raul Rodriguez Test Product rroduc( Dimension: $Dccificatious l)cscription Bermuda Flat Flat I .. 15" PA 112 Flat, interlocking, cxtrudcd concrete Tile w a• 10'/," roof tile equipped with two nails holes. 11/4" thick For mortar sct or adhesive set applications. Trim Picccs TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1 - varies w - varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and vallcy tcrminations. Manufactured for each tile profile. Raul Rodriguez Product Control No.: 44- 1221.08 j'roduc( 1130 Felt 1143 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex - Z13 140 59" x 164' roll Underlayment 22 Ibs/roll Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 ASTM D 312 type 111 or IV ASTM D 4586 Product Control No.: Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self- adhering top edge. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos fret, fiber reinforced, trowel grade cement for repair and flashing applications. 1 94 1221.08 Manufacturer generic generic generic Lenzing Performance, Inc. PCA 1194- 0527.05 Protect -O -Wrap, Inc. PCA 1194- 0714.01 PA 103 Self- adhering W.R. Grace Co. underlayment for use PCA 1192 - 1116.01 as a top ply in a two ply undcrlayment system with approved 1130 or 1143 as the base layer. generic generic Test Product Product Dimcnsioa Specifications Dcscription Manufacturer Asphalt Primer N/A ASTM D 4I Cut back, asphalt generic based coating uscd to facilitate bonding of dissimilar materials. Roof Nails Tin Caps Tile Nails Roof Tilc Mortar ( "DONSAL® Roof Tile Mortar Mix ") Vallcy Flashing min. 12 ga. with '/," head min. 32 ga. min. 1'/," o.d. max. 2" o.d. min. 8d x 2W' or min. 10d x 3" min. 26 ga. min. 16" width PA 114 Appcndix E PA 114 Appendix E PA 114 Appendix E •\!,' Roof Tilc Mortar N/A PA 123 Prcparcd mortar mix Dcrmuda Roof ("TilcTitc*w ") dcsigncd for mortar Company, Inc. set roof tile PCA 1194- 0614.01 applications. Roof Tile Mortar N/A PA 123 Prcparcd mortar mix Quikrete Constructio ( "Quikrete® Roof designed for mortar Products Tilc Mortar #1140") sct roof file PCA 1194 - 0808.01 applications. N/A PA 123 Prcparcd mortar mix W.R. Bonsai Co. designed for mortar PCA 1194- 0628.03 sct roof tilt applications. Roof Tilc Adhesive N/A PA 110 Adhcsivc designed Polyfoam Products, (Polypro® AHI60) for use in roof tilt Inc. applications. PCAII 94-0401.01 ASTM A 525 Raul Rodrigucz Product Control No.: 94- 122L08 Annular ring shank, hot dippcd, cicctro or mechanically gals. roofing nails for use in undcrlayment attachmcnt. Corrosion resistant circular disc for use itt undcrlayment attachment Corrosion resistant, screw or smooth shank nails for additional tilt attachment at cave tile courscs. Galvanizcd stccl vallcy flashing gcncric gcncric gcncric gcncric Test Product Product Dimensions Specifications Description Mnnufacturer Drip Edge min. 26 ga. PA III Galvanized steel drip generic inin. 2" face flange edge min. 2" deck flange R it Rodriguez Product Control No.: 94-1221.08 TEST REPORTS Product Control No.: 94- 1221.08 Test Agency Test Identifier Test Name/Report Rats The Center for Applicd 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Sct) The Center for Applicd 94 -060A Static Uplift Tcsting March, 1994 Enigneering, Inc. PA 101 (Adhcsivc Sct) Rcdland Technologies P0631 - Wind Tunncl Tcsting July 1994 PA 108 (Mortar Sct) Professional Service 224 - 47099 Physical Properties Sept, 1994 Industries, Inc. PA 112 Raul Rodrigucz Roofing Tile: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construction 1v / „” or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page I of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Sec System Limitation 116. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. Comments: 1. For re -roof applications, "I„" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over n single layer of minimum 12 ga. wire mesh with square openings of not less than' /." which is mechanically attached to the deck with not less than one roofing nail every 1 W. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tilc. Raul Rodriguez Product Control No.: Q4- 1221.48 SYSTEM LIMITATIONS Product Control No.: 94- 1221.48 1. The standard minimum roof pitch for Monier "Bermuda Flat" mortar sct or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar sct or adhcsivc sct file applications is 7" rise in 12" run (7 ":I2 "). 2. Monicr's "Bermuda Flat" tilc profilc has not been tcstcd for nail -on applications, therefore, System A (Counter 13attcn Nail - Application), System B (Direct Dcck Nail -On Application) and Systcm C (Horizontal Batten Nail -On Application) do not form part of this approval. - 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhcsivc sct tilc shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The mcthod of attachment utilizcd shall providc sufficient attachment resistancc expressed as a moment to meet or exceed the required moment of resistancc determined in compliancc with Dadc County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of tilc shall bc nailed with not Icss than one nail per tile. As an alternate, the first three courses of tilc shall bc applied in mortar or adhcsivc ovcr a single Iaycr of minimum 12 ga. wire mcsh with squarc openings of not Icss than ' /," which is mechanically attached to the deck with not less than onc roofing nail evcry 1 ft'. For roof pitches from 6 ":12" to 7":12", every third tile of every fifth course, beginning at the eighth coursc, shall bc nailed with not less than onc nail per tile. 5. For mortar set or adhcsivc set tilc applications, a ficld static uplift tcst by a Dade County accredited tcsting agcncy, in compliancc with Dadc County Protocol PA 106, shall be rcquircd not Icss than 30 days after application to confirm tilc adhesion. The results of this testing shall bc reported to the Building Official and the installcr stating that the application has passcd or failcd PA 106 tcsting. If the application fails PA 106 testing, the report shall state which portion of the test was failcd; Catcgory 1 (examination for loose tile) or Category 2 (uplift tcsting of tile). Subsequent to testing, thc installcr may rcpair not afore than 5% of field arca tilcs and 10% of perimeter arca (i.c. ridge/rake) tilc with approvcd tilc adhesive. The installcr shall placc an identifiable marking on each rcpaircd tile for future reference. Any PA 106 rc -tcst shall not include any marked tile. 6. For mortar or adhcsivc sct tilc applications, 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to thc roof pitch prior to June 1, 1995 unless statcd otherwise by the material manufacturer. Thereafter, 30/90 undcrlaymcnt systems shall bc installed parallcl to the roof pitch in compliancc with Appendix'A' of Dadc County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's namc or logo for identification in the field. 8. Tltc Monicr "(3crntuda Flat" tilc profilc has hccn tcstcd for both wind characteristics and static uplift performance, therefore, attachmcnt calculations for installation in compliancc with Dadc County Protocol PA 115 or PA 127 shall be done as a 'Moment Bascd Systcm' Raul Rodriguez Raul Rodriguez Product Control No.: 94 -1221 OB SYSTEM LIMITATIONS (CONTINUED) 9. Applications for roofing permits shall include a completed Section I1 of the Uniform Building Permit, a copy of Monier Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tilt application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dadc County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall bc in compliance with Dade County Protocol PA 112, Appendix 'A'. 11. Any amendments to these provisions shall bc in compliance with Sections 203 and 204 of the South Florida Building Bode. Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Monier Bermuda Flat Flat Tile Mortar Set 39.00 Adhesive Set 118.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 101 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Mission Barrel Tile 5.20 5.12 5.01 4.89 N/A DATA FOR ATTACIIMENT CALCULATIONS Product Control No.: 94122L06 Raul Rodriguez Table 1: Aerodynamic Multipliers - A. (ft') from PA 108 Testing Tile Profile X (h') Batten Application X (ft') Direct Deck Application r-- Bermuda Flat Flat Tile N/A 0.24 DATA FOR ATTACIIMENT CALCULATIONS Product Control No.: 94122L06 Raul Rodriguez PROFILE DRAWING ILA MONIER ROOF TILE 1roi[ Or 1(1 sutIcu 1L BERMUDA FLIT FLAT TILE Raul Rodrigucz Product Control No.: 44- 1221.48 C . LJ IVLONIER ROOt TILL FLAT BERMUDA SHINGLE TILE installation Specifications lltcsc specifications arc designed as a manageable guide to be used by roofing contractors. installers and code officials. Architectural format specifications arc available upon rcqucst for thc requirements of spccific projects. Itcquircmcnts of building codc(s) applicable to the arca of Installation may differ from thc in(ornsation herein and should take precedence ovcr these sperificalions. (Please contact Monicr's CustomcrService Department fur the Installation Guidc showing rccuntnscndcd drawings and detail for tilc and felt application.) MATEItIA .S Tiles 1. flat Ocrmuda Shingle - Portland ccmcnt color - through concrete tilt manufactured by Monicr Roof Tilc. 2. Tilc futures !lip, ridgc, half and full starters and fs�crs. x Su, acc finish • Smooth or broontswcpt. 4. Approximate weight - 7.0 lbs. each. 840 lbs. per square (Y Itcadlap) - not including mortar when installed. S. 'file meet or exceed all waterproof rcquircmcnts for absorption and pernseability as well as break strength and freeze thaw rcquircments. Undcrlaymcnts Notc: Minimum undcrlaymcnt rcconsntcndations arc listed bclow. Chcck with local coda for local requirements. Twn -ply system. 1. Or-anic Typc II Commonly called (No. 30) or (30?) asphalt felt, and 741 mincral surface roll roofing (clt commonly called 901. Membranes 1. Organic - Asphalt impregnated cotton membrane, nun. 3' wide. Conforming to AS 1701 D -173. 2. Inorganic • Asphalt impregnated fiberglass nscrnbranc, min. 3' widc. Conforming to ASTM 0.1668. fotAEs, tilt futures, hurricane clips and hip mailers -- corrosion resistant min. hot dipped galvanizcd or approval cqual. • 2. For standard roof dcck (felt and (lashings) -•min. 3/4 galvanized roofing nails. Metal Flasltiugs Min. 26 gauge galvanised G -90 contcd, corrosion resistant con(onning to ASTM r\ -525 and A -90 or approvcd equaL Mortar, Coloring Compound For the purpose of bedding field lilc, hip, ridgc, rakc and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry eunent -type M conforming to ASTM C -91. 2. Portland ccmcnt -Type 1, conforming to ASIM C- LSO. 3. Masonry ccmcnt -'() M, conforming to AS 1M C•7l. 4. Sand • 'fomsly graded, cican and free from or=anic materials, conforming to ASIM C -144. 11. Mixcs - Typc'M' mortar, con(ornting to ASTM C -270 (2.1/4 to 1 sand/ccmcnt ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achicvcd. -Oa- 2. Blend equal portions of l'ortland and ntasonry cements, with sand until dcslrcd mix ratio is achicvcd. C. Integral color -fast synthetic oxides to match tile color. Eavc Closure NOTE Prc•manu(acturcd thickbutt tilc is most commonly used as an cavc closurc with flat Bermuda Shingle tilt. 1. Thickbutt tilt - Manufactured tilc with 1 -1/2' thickness to the cavc of the tilc. 2. Prefabricated CDI'M synthetic rubber con- forming to ASTM C -1056. 3. Metal 26 gauge galvanized G -90 coated. corrosion resistant conforming to ASTM A-52.5 and A -90 or approved equal. 4. Mortar for use with mincral sur facc roll roofing felt only (color optional). Adlicsivc/Scalant/Coaliug 1. Asphalt plastic roof ccmcnt - nonrunning, heavy body material composed of asphalt and other mincral Ingredients conforming to ASTM C -2822, Type II. 2. Cold process liquid roof coating conforming to ASIM D-3019, Type 11. 3. Structural bonding adhesive conforming to ASTM C -557 cr 0- 3498. 4. I lot stccp asphalt conforning to ASIM D -312. 5. Acrylic scaler for pointing cxposcd ntortar (optional). 1. Sheathing - material to conform w A1'A min. standanis for min. IR' plywood. 2. 1Vood nailcrs - pressurc treated in accordance with local cock requirements. Felt System 3 -'I1vo -ply scaled system (commonly called 30/90). 1. Covcr roof dcck with min. typc 30 saturated roofing felt. Sccurc using tin - tat} or cap nails max. 12' O.C. in field and along lscadlaps (Iota cocks prevail). 2. Lap each course min. 2' and cud joints 4', tar hip and ridgc min. 6' and wcavc fell through valley areas. 3. Nail or staple drip cdgc tnctal directly on top c type 30 felt. fasten max. 6' O.C. within I/2' u( inside cdgc. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16' widc Jou center of valley areas. Nail within 1' of metal edges max. 6' O.C. Lap joints min. 6' and ester beyond fascia as required. 5 Install 'L' type metal flush to bast of walls and roof deck ovcr typc 30 felt. Nail 6' O.C. lappu joints min. 4' and apply plastic roof ccmcnt between laps. Seal along lop edge of vertical flange, covering.. all nail penetrations with plan roof cement and nscnsbranc. (Flashing at aprc of walVchintncy may be installed afte type 74 mineral surface felt (90 Ib. felt)). 6. Apply plastic roof ccmcnt around bast of pipe turbines, vents, etc. prior to nailing and scaling unit bast flashing to roofing felt. 7. Cover type 30 felt and metal (lashings with mir typc 74 mineral surface roll roofing felt (commonly callcd 90 Ib. felt) in hot asphalt or approvcd equal so that no felt touches felt. Backnail using tin -tags or cap nails max. 12' 0 8. Lap cacti course min. 2'. Lap cnd joints and 11 and ridgc min. 6'. Wcavc felt through valley a TILL APPLICATION Mortnr -set ingt4Un11.121L (recommended for min. code required roof pitch . grcalcr) It is not rccommcndcd in arcas subject t. frcczelthaw. 1. Roof shall be clean, smooth and dry. 2. Avoid stacking tiles on roof which could cndan stability of structure; distribute stacks uniform, 3. Layout roof using horizontal chalk lints parallel to cavc lint to guidc tilc installation. Mark at 14' increments tnainlaining a tilt hcai of 2'. Exposed lengths of installed tilts should exceed 1/4' beyond average. 4. Install thickbutt tilt along cave lint ovcrhangin roof cdgc using guiding lip providcd. Starting lowcr Icfl corner (facing down roof) sct lilts in 10' length mason trowcl full of type 'M' mona, placed vertically undcr right sidc of tilc (with pi of trowel facing up roof • rccommcndcd not previous course Iowa head of lilt bcing sct to (acili'atc proper bcdding. Set Iilc in stcppcd course or vcrttial fashion maintaining consistcnt hcadlap. Cut/brcak tilt to form straight cdgc at ccntcr of hip/ridgc or to meet wood nailer:. Saw cut tilc at finishing gable to avoid application of mortar to exposed roof arca:. Usc half and full starter with finishing tiles as needed. 5. Nailing requirements in addition to mortar (local codcs prcvail) • a) For roof pitches 4:12 up to but not Including 6:12 and elevations up to 55 (t. fasten cach file in cave course with one 8d min. 1113G nail. Scal nail penetrations with plastic roof cement. b) For pitches 6:12 through 7:12 and elevations up to SS ft. fasten cach tilc in taut course and every third tilt in every fifth course with onc 84 min. UDC nail. c) For pitchu greater than 7:12 and elevations up to SS ft. fasten cvcry tilc with one 84 min. I IDG nail. 4) For all roof pitches at elevations greater than SS ft. fasten every tilt with two 8d min. 1-IDG nails. 6. Valleys - Scicct closed or open vallcy. a. Closed valley . Miter tile to meet at ccntcr of valley. Open valleys - 1) Chalk parallel lino min. Y on both sidcs of vallcy ccntcr. Place mortar bcds along outside cdgc of lino and miter tilt to form straight borde along Tines. Point voids to flush finish. — OR — 1) Place min. onc 2x4 boanl on edge down vallcy cc ntcr and apply continuous bcd of mortar along cdgc of board. Cut/brcak and set tile min. 1' to max. 4' from board. Lint of mortar to be consistcnt throughout valley. Smooth and form monar to match tilt contours. 2) Separate board after initial sct by sliding trowel along both edges. Itemovc board and point to finish (lightlyswccp with brush or broom to match broom wcpt finish tilt). 7. Hip and Ridge Nailer: • Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate dccking min. 3/4% Install cach rile using onc 8d min. HOG nail driven into nailer in addition to mortar. 8. Rip and Ridgc Tdc • Sct ovcr !kid tilt in con- tinuous cdgc bedding of mortar lapping cach tile min. 1'. Point and finish to match tile surface. 9. Wall Abutments - Cut/break file to fit adjacent to wall bast. ('lace mortar along base of wall to fill small voids between lilt and wall and to provide consistcnt lint along wall. Point to match tile contour. 10. Roof Protrusions - Cut tilt to accommodate all roof penetrations and fill all voids with mortar. Point to match file surface. 11. Acrylic Sealer (optional) - Apply to exposed mortar as rcquircd. 12. Tile Replacement: a) Full rcmoval • break out damagcd tilt and existing mortar. Rcpair underlayment if necessary. Sct replacement tile in new mortar bcd. Prohibit any roof traffic for min. 72 hours. b) Tilc rcmoval only (small areas only) hrcak out damaged roof tilc and brush clean cxirting mortar bcd. Apply min. one sq. inch of approvcd adhesive onto existing bcd. immediately set replacement tilc in placc. c) Individual loose tilt • cicvitc loose Iilc and apply min. 3/8 wide bead of approved adhesive on head of tilt in course below. Immediatclysct loose the down into adhesive. 13. Roof Trafficking - Whcn absolutely necessary to traverse roof after setting time, walk on the tilc hcadlap (overlap) tn a horizontal or diagonal fashion. Refrain from vertical movement where possible. 0 1992 Mania Roof Tflc. M753 The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.: 94- 0401.01 ACCEPTANCE NO.: IYIAY 0 9 1997 EXPIRES: METROPOLITAN DADE COUNTY, FLORIDA METfO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAOLER STREET MIAMI, FLORIDA 33130.1503 PRODUCT CONTROL N.OTICE OF ACCEPTANC1 (305) 376.2901 FAX (305) 375.2909 Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Your application for Product Approval of Polyfoam Products. Inc.. Adhesive Foam under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Center for Applied Engineering and Miles Laboratories Polymers Division 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. Gil Diamond, P.E. Product Control Division Supervisor - 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 used in Dade County, Florida under the conditions set forth above. APPROVED: NOV 1 8 1994 Charles Danger, P.E., Directo Building Code Compliance Department Metropolitan Dade County Applicant: Polyfoam Products, Inc. Product Control No.: 94- 0401.01 2400 Spring - Stuebner Road Spring, Texas 77383-1132 Approval Date: NOV 1 8 19 9 4 Expiration Date:! NOV 1 8 1 9 9 7 Categow; Roofing Component Sub - Category : Fastening/Adhesive Tvpe: Roof Tile Adhesive Sub -Tvpe: Two Component Polyurethane Product Control Notice of Acceptance Roofing System Approval System Description Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and day roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTF1000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. Box 1132 Spring, Texas 77383-1132 (713)350 -8888 Fax: (713)288 -6450 Trade Names of Products Manufactured or Labeled by Applicant Product Control No.: 94- 0401.01 Test Product Product Dimensions Specifications Description Polypro® AH 160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A See Detail Attached Dispensing Equipment 2 Product Underlayment Roof Tile Test Agency Center for Applied Engineering Miles Laboratories Polymers Division TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Protocol PA 120 PA 101 All roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval TEST REPORTS Test Identifier #94 -060 NB- 589 -631 Typical Physical Properties Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 3 Test Name/Report Metro Dade Protocol PA 101 ASTM D 1623 1.6 lbs. /ft.' 86% Gil - :amo • d, P. Product Control No.: 94-0401.01_ Typical Results 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks Note: The physical properties listed above are presented at typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. _i sail Manufacturer All Dade County Approved Products All Dade County Approved Products Date 04/08/94 02/01/94 BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Mission Barrel Two -Piece Barrel #1 Mission "S" Spanish "S" #2 Spanish "S" Spanish "S" #2 Classic 100 Double Roll #3 Villa Double Roll #3 Vanguard Roll Double Roll #3 Slate Large Flat #4 Shake Large Flat #4 Flat Vanguard 1 Large Flat #4 Flat Vanguard II Small Flat #4 Bermuda Flat Small Flat #4 SYSTEMS Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 /,," or greater plywood , or wood plank. System A Adhesive Placement: Comments: 4 Gil D/4rrtond, P.E. Product Control No.:_94- 040l,0L Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. Manufacturer: Monier Roof Tile Corporation Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification(Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 9 / 3 ," or greater plywood , or wood plank. Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System B Manufacturer: Bender Roof Tile Industries, Inc. Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Comments: Product Control No.: 94- 0401.01 BRAND NAME: Palema Noridic GENERIC PROFILE: Double Roll Large Flat PLACEMENT DETAIL # #3 #4 All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. 5 Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 /,," or greater plywood , or wood plank. Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System C Product Control No.: 94-0401.01_ Manufacturer: Margon S.A Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Comments: BRAND NAME: Telha Lusa GENERIC PROFILE: Spanish "S" PLACEMENT DETAIL # #2 All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. Deck Type 1: Deck Description: Slope Range: Wood, non - insulated, new construction Minimum 19 /,," or greater plywood , or wood plank. Product Control No.: 94 0401,01 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System D Manufacturer: Entegra Rooftile Corporation Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Comments: BRAND NAME: Estate "S" Skandia Flat GENERIC PROFILE: Spanish "S" Large Flat PLACEMENT DETAIL # u K All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. 7 BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Barrel Two -piece Barrel #1 Spanish "S" Spanish "S ". #2 9" Flat Tile Small Flat #4 Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 / 12 " or greater plywood , or wood plank. Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System E Manufacturer: Underlayment: Adhesive Placement: Comments: Pioneer Concrete Roof Tile. Inc. Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. 8 Product Control No.: 94 - 0401,01 BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Cedeska Barrel Two- piece Barrel #1 Altusa Barrel Two -piece Barrel #1 Altusa "S" Spanish "S" #2 F.R. Borja Barrel Two -Piece Barrel #1 F.R. Borja "S" Spanish "S" #2 Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 /, or greater plywood , or wood plank. Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance withDade County Protocol PA 120 as detailed in the South Florida Building Code. System F Product Control No.: 94- 0401.01 Manufacturer: Almar USA Underlayment: Any approved underlayment listed in the Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Comments: All tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. 9 Gil Dia ond, P. BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Espana "S" Spanish "S" 42 Capri Double Roll #3 Shake / Slate Large Flat 44 Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 /,," or greater plywood , or wood plank. Product Control No.: 94-0401.01 Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System F Manufacturer: Lifetile Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Comments: AU tile shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Dade County Protocol PA 120). All 'Comments and General Limitations' noted in the Prepared Roofing Product Control Approval shall apply. BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Spanish "S" Spanish "S" #2 Double Roll 43 Flat Shake , Slate Small Flat 44 Deck Type 1: Wood, non - insulated, new construction Deck Description: Minimum 19 /, Z " or greater plywood , or wood plank. Slope Range: 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. System G Manufacturer: Duntile Underlayment: Any approved underlayment listed in the Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: Product Control No.: 94- 0401.01 BRAND NAME: GENERIC PROFILE: PLACEMENT DETAIL # Straight Barrel Mission Two -Piece Barrel (high profile) #1 Spanish 'S' Shaped Tile (high profile) #2 Conosera Double Roll (low profile) #3 Ceramic Slate Flat (flat profile) #4 Classic Flat (flat profile) #4 French Flat (flat profile) #4 Deck Type 1: Deck Description: Slope Range: System H Wood, non - insulated, new construction Minimum ' or greater plywood , or wood plank. Product Control No.: 94- 0401.01 2 ":12" to 7 ":12" > 7 ":12" shall be bonded and nailed in compliance with Dade County Protocol PA 120 as detailed in the South Florida Building Code. Manufacturer: Ludowici Underlayment: Any approved underlayment listed in the 'Products by Other' section of this approval. All underlayments shall be installed in compliance with the South Florida Building Code as detailed in Protocol PA 120. Adhesive Placement: 12 Gil Di 'ond, P.E. Component Application: Product Control No.: 94 0401.01 1. Polypro® AH160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its Component Approval.. Underlayment shall be any underlayments or underlayment systems listed as approved in Dade County Protocol PA 101. 2. Adhesive application shall be in accordance with the instructions provided in this Component Approval, the manufacturer may provide additional instructions subsequent to this approval date which shall prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc.. 3. 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 be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.10 to 0.13 pounds per tile as determined at calibration. No other settings shall be approved without revision of this Component Approval. 4. Adhesive shall be dispensed in a 2" x 10" pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' provided in this Component Approval. Each generic tile profile requires a specific placement. (see 'Placement Detail Number' listed under each approved 'System'.) A tile manufacturer may test a tile system in compliance with PA 101 and add an additional detail without incurring an additional revision cost. 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 3' /z minutes after foam has been dispensed. 6. Adhesive shall be placed to create contact with 3 tiles, as outlined in the 'Placement Detail' for each tile profile. Comment and Limitations: 1. Tile must be applied within 3Y2 minutes of the application of Polypro® AH160 adhesive. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with this Component Approval. 4. Refer to Prepared Roofing Assembly Product Control Approvals for system approvals with this Component. 5. Refer to the Prepared Roof System Assembly for fire rating. 6. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Field uplift testing shall be performed, in compliance with the test procedure set forth in Dade County Protocol PA 106. Testing shall be performed not prior to 30 days after installation by a Dade County approved laboratory in compliance with the test criteria established in Section 3402.2 of the South Florida Building Code. Product Control No.: 94-0401.01_ 15 Gil Dimond, P.E. WEEPHOLE PAN MORTAR BED FOR COVER TILE NCTAL CAVE GRIP PONT -UP 4ORTM BCD FA BO 2X4 ON EDGE (WHLM REWIRED FOR STEEP ROOF PITCHES) NAIL FIRST PAN MERE (WHEN ADOIflONAL HALING IS REQUIRED BY CODE) t0' MASON TROWEL FULL OF MORTAR NA*. COVER WERE (W4CN ACOUIREO) Placement Detail #1: Two -Piece Barrel Profile Product Control No.: 94- 0401.01 16 Gil Dia •nd, P.E. 10' MASON TROWEL FULL OF TYPE 'M' UORTAR 90/ MINERAL SURFACE ROOFING FELT SCCURE M 2 FASCIA CORROSION 80AR0 l`r�1 /// ,/ A , / RESISTANT NAILS POINT -UP W1TH C0.0RED (Mu). PREFABRICATED � � MORTAR TO UATCH TILE CLOSURE NAILED 1HROUCH SURFACE PLASTIC ROOF CEMENT OR INTO APPROVED ADHESIVE WEEPHOLE NAIL HERE THROUGH PLASTIC R00, CEMENT (WHEN A001110NAL NAILIN( IS REOUIRED BY COOL) ROILED RARE T1UE (SPANISH 'S' CUTS) HEAOIAP BARGE BOARD - Placement Detail #2: 'S' Shaped Profile Product Control No.: 94- 0401.01 Product Control No.:_94- 0401.01 90/ MINERAL SURFACE ROCFINC FELT 10' MASON TROWEL FULL or TYPE le MORTAR NAIL THRCUQI PLASTIC R00F CEMENT (WHEN ADDITIONAL NAILING IS REOUIRED BY C00E) FASCIA BOARD BARGE BOARD Placement Detail #3: Double Roll Profile C FASCIA BOARD 10' MASON TROWEL FULL Or TYrE 'M' MORTAR NOTE; MORTAR CONTACT IS MADE w1TH 3 TILES. 1. THE HEAO OF ONE TILE 2. THE UNDCRLOCK SI0E OF A SECONO TILE 3. THE UNDERSIDE OF THE T1LE BEING SET HAIL THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL NAILING IS REQUIRED BY CODE) METAL EAVE DRIP BARGE BOARD POINTED -UP MORTAR BCD ('MIEN USING NO RARE FIXTURES - FLAT TILE ONLY) SAW - CUT HALF T1LC Placement Detail #4: Flat Profile Product Control No.: 94- 0401.0l NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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 cause for termination, unless prior 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. Gil Diamond, P.E. Product Control D sion Supervisor Pitch of Roof - : Direct -. .: 'Deck Only Choice of Underlayments .— - Plastic or compatible cement at nails penetrating underlayment 2 ":12" to 7 ":12 "' 1. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in type III or IV hot asphalt. 2. No. 30 or No. 43 organic base nailed to deck, Product Control Approved min. 3.5 mm, SBS modified cap sheet in type IV asphalt, Product Required Control Approved for use under tile 3. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in Product Control Approved cold applied adhesive. 4. No. 30 or No. 43 organic base nailed to deck, approved self - adhered membrane bonded to the base ply. Required 5. Alternative / Component Approved Membranes. See Component Approval NOTE: Roof pitches > 7 ":12" require all provisions of the Dade County Model Nail -on Specification. (See Dade County Protocol PA 119) . . DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL PA 120 -94 ©1994 Metro-Dade Building Code Compliance Office SYSTEM #3: MODEL MORTAR OR ADHESIVE SET TILE SPECIFICATION INCLUDING APPROVED UNDERLAYMENT ASSEMBLIES Note: ' The following specification was developed for use within the jurisdiction of the South Florida Building Code. The following table provides the contractor with the choices available for underlayment systems. these systems can only be used on pitches designated in the tables below. DIVISION 7 This guide specification covers Low Profile and High Profile Roof Tile (See Dade County Protocol PA 112 for definition) using a minimum 3" tile headlap, or a designed limited headlap, on minimum 13 / 72 " (reroofing) and 19 / 22 " (new construction) solid decking nailed in compliance with the requirements of The South Florida Building Code. JULY Page - I PA 120 07300 - Shingles and Roofing Tiles. 320 - Roofing Tiles. - Mortar -Set Tile Specification. This mortar or adhesive set tile specification is a model specification document developed to comply with the code requirements of the South Florida Building Code. It is important to recognize that these recommendations are neither warranties explicit or implicit, nor representative of the only method by which a mortar or adhesive set the system can be installed. This document has summarized a guide method of installation of mortar or adhesive set tiles which has been developed from actual trade practice; trade industry recommendations and in compliance with the requirements of the South Florida Building Code. PART 1 GENERAL 1.01 Related Work Specified Elsewhere A. Rough carpentry - Section 06100 B. Roof and deck insulation - Section 07220 C. Flashing and deck insulation - Section 07600 D. Roof accessories - Section 07700 1.02 Quality Assurance A. Products JULY 1. Concrete Roof Tile - In compliance with Dade County Protocol PA 112. 2. Clay Roof Tile - In compliance with ASTM Standard C 1167. B. Requirements of regulatory agency 1. South Florida Building Code, Chapters 23 and 34 - 1994 Edition. 1.03 Submittals A. Samples - tile type and color as selected. B. Manufacturer's literature including product descriptions and recommended installation procedures. C. Tile System Assembly Product Control Approval. Paste - 2 PA 120 1.04 Product Delivery, Storage and Handling 1.05 Job Conditions C. Any punctures or tears in the underlayment which occur during the loading and stacking of tile shall be immediately repaired with like materials. 1.06 Warranty A. Materials - manufacturer's limited warranty against defects in roof tile for years. (NOTE: Fill in appropriate number of years') PART II PRODUCTS JULY D. The underlayment manufacturer's Roofing Component Product Control Approval, indicating approval for use with the tile system assembly. E. Roofing Component Product Control Approval for any roofing component used in installation which is not listed in the tile system assembly Product Control Approval. A. Distribute stacks of tile uniformly, not in concentrated loads. B. When stacking tile on roof top prior to installation, install battens under nose of tile stacks where required in the underlayment Product Control Approval. • C. Care shall be taken to protect the underlayment during the tile loading and stacking process. A. Do not install underlayment or tiles on wet surfaces. B. Insure other trades are aware of precautions required when loading and stacking of tile, and their responsibility for protection of tile during and upon loading and stacking completion. 2.01 Roof tile shall be manufactured by a manufacturer who has obtained Product Control Approval for use of the Tile System Assembly from the Metro -Dade Product Control Supervisor. A. Tile Manufacturer: B. Tile Type: This is provided for reference only. A warranty is not required under the provisions of the South Florida Building Code. Page - 3 PA 120 JULY C. Accessory Tile Type: D. Surface Finish: E. Color: F. Approximate Weight: G. Roof tile shall meet or exceed the minimum requirements set forth in Dade County Protocol PA 112 for concrete tile and ASTM Standard C 1167 for clay tile. 2.02 Asphalt Saturated Roofing Underlayments A. Organic, type II, commonly called No. 30 or 30 #, specifically ASTM Standard D 226, type II organic saturated felt used as an anchor sheet. B. Organic, type I, commonly called No. 43 or #43, specifically ASTM D 2626 asphalt coated base sheet used as an anchor sheet. B. Mineral surface roll roofing felt minimum 74# commonly called 90 #, specifically ASTM D 249. ply membrane in compliance with Dade C. Modified Bitumen single County Protocol PA 104. D. Self adhered membrane in compliance with Dade County Protocol PA 103. E. Granular surface SBS modified bitumen membrane, minimum 3.5mm at the selvage edge, approved for use in the South Florida Building Code jurisdiction. 2.03 Membranes A. Organic - Asphalt impregnated cotton membrane, minimum 4" wide. B. Inorganic - Asphalt impregnated fiberglass membrane, minimum 4" wide. 2.04 Fasteners A. Nails - corrosion resistant meeting ASTM A 641 Class 1 or approved equal (i.e. hot dipped galvanized, aluminum, copper or stainless steel) of sufficient length to properly penetrate deck minimum' /," or through thickness of deck a minimum of 3 / 16 ", whichever is less. Fasteners shall be in compliance with Dade County Page - 4 PA 120 JULY corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. B. Screw Fasteners- corrosion resistant fasteners formed from, coated or plated steel; silicone bronze brass; aluminum; copper; or stainless steel of sufficient length to properly penetrate the deck a minimum of '/." or through a deck a minimum of 3 / 16 ", whichever is less. Screw fasteners shall be in compliance with Dade County corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. C. Storm clips and storm clip fasteners - refer to specific manufacturer's Product Control Approval. 2.05. Metal Flashing A. Flashing shall be minimum 26 ga., G -90 corrosion resistant metal - conforming to ASTM A 525 and A 90, or other metal or composition profile materials which are approved under the South Florida Building Code, or have received Product Control Approval . B. Lead shall be minimum 2.5 lbs. per ft 2.06 Adhesive / Sealant A. Asphalt plastic roof cement - conforming to ASTM D 4586, type II, non - asbestos, non - running. heavy body material composed of asphalt and other mineral ingredients. B: Cold process modified bitumen adhesive - conforming to ASTM D 3019, type II. C. Structural bonding adhesive - conforming to ASTM C 557 or ASTM D 3498. D. Asphalt - conforming to ASTM D 312, type III and IV. (Note slope requirements in Section 34 of the South Florida Building Code). 2.07 Mortar E. Proprietary adhesive compounds in compliance with the requirements set forth in Dade County Protocol PA 110 and having Roofing Component Product Control Approval. A. Mortar mix shall have a Roofing Component Product Control Approval for use with the specific tile system being installed and shall be in compliance with Dade County Protocol PA 123. Paee - 5 PA 120 PART III EXECUTION JULY B. Mortar shall be mixed using the mixing ratio specified in the mortar manufacturer's Product Control Approval. C. Mortar flow shall be determined using a cone penetrometer test, in compliance with ASTM C 780 (Appendix Al), the results of which shall be 2 ±' / (55 + 3 mm) of penetration. 2.08 Eave Closure A. Prefabricated EPDM synthetic rubber conforming to ASTM C 1056. B. Prefabricated metal eave closure. C. Prefabricated concrete or clay eave closure. D. Mortar - color optional. 2.09 Coating A. Paint - color coordinated paint for painting tile, flashing and/or accessories, as required. B. Acrylic sealer - for point -up mortar (optional). C. Tint Seal - color coordinated sealer for staining tile or accessories as required. Page - 6 2.10 Lumber A. Sheathing - material shall conform to APA rated sheathing. 1, New Construction - 40/20 19 / 32 " APA rated sheathing . 2. Re- roofing - 32/16 15 /32" APA rated sheathing. 3.01 Inspection A. Verify that surfaces to receive underlavment and roof tile are uniform, smooth, clean, and dry. PA 120 JULY B. Do not start roofing, installation. until the Building Official has inspected and approved the decking installation 3.02 Underlayment Application - choose one of the following A. Hot Mop 30/90 A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a full 25 lbs/sq. ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side - laps shall be a minimum of 2", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. B. Hot Mop 43/90 A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet shall be mechanically attached to . the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up .vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral_surfaced cap sheet in a full 25 lbs/sq. ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. C. Hot Mop 30 / 'Modified Cap' A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of Product Control Approved, minimum 3.5 mm, mineral surfaced SBS cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type IV asphalt. Page - 7 PA 120 JULY Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. D. Hot Mop 43 / 'Modified Cap' A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of Product Control Approved, minimum 3.5mm, mineral surfaced SBS cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. E. Cold Process 30/90 A two ply roof application commonly called a 'Cold Process' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a continuous layer of ASTM D 3019, type III cold process adhesive at the rate of 1.5 gallsq. Adhesive shall be applied uniformly, with a squeegee or knotted brush, so that felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. F. Cold Process 43/90 A two ply roof application commonly called a 'Cold Process' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type I1 anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a continuous layer of ASTM D 3019, type III cold process adhesive at Page - 8 PA 120 JULY the rate of 1.5 gal/sq. Adhesive shall be applied uniformly with a squeegee or knotted brush, so that felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. G. Two Ply "Nail -on" Underlayment / 43 A two ply roof application utilizing a Product Control Approved, nail -on, single ply underlayment in compliance with Dade County Protocol PA 104. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet apply one layer of any Product Control Approved, nail -on, single ply underlayment in compliance with the Roofing Component Product Control Approval. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied - parallel to the roof slope unless otherwise approved in the Product Control Approval. H. Self- Adhered Underlayment/Anchor Sheet A two ply roof application utilizing a Product Control Approved, self - adhered single ply underlayment, in compliance with Dade County Protocol PA 103. The roof cover is terminated at approved metal flashings. Any approved No. 30 or No. 43 sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces.. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of any approved, self - adhered underlayment in compliance with the Roofing Component Product Control Approval. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. I. Alternative/Product Control Approved Membranes Any product consisting of one or more water shedding layers applied to a sloped roof prior to the application of a Prepared Roof Covering having been tested in compliance with Product Control Approval guidelines. The primary purpose of an underlayment is defined as a water Shedding layer to function in combination with a Prepared Roof Covering. 3.03 Drip Edge Metal - choose one of the following Page - 9 PA 120 JULY A. Edge metal shall be installed at perimeters over a two ply underlayment system. The metal profile shall be placed in an ' /8" continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with #12 ga. x 11/4" annular ring shank, corrosion resistant roofing nails, placed 1" from the top edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a I / 8 " bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate, the metal may be stripped in with a 6" strip of torch, hot asphalt or cold adhesive applied modified bitumen. Joints shall be feathered with adhesive to enhance water flow OR, A. Edge metal shall be installed over the anchor sheet at all perimeters in a maximum ' / continuous bed of ASTM D 4586 , type II flashing cement and fastened 4" o.c. with #12 ga. x 1'A" annular ring shank, corrosion-resistant-roof placed not greater than 1" from the outside edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an minimum of 4" in a bed of flashing cement. The mineral surface cap sheet shall be bonded to the metal with ASTM D 312, type IV asphalt. B. Continue from eave up rake /gable in same manner, insuring water shedding capabilities of all metal laps. C. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.04 Valleys - choose one of the following A. Pre - formed or rolled metal, minimum 16" finished width, shall be placed in the valley and shall be installed in a maximum / continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with 12 ga. x 11/4" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the valley metal. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped a minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a ' I bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate. the metal may be stripped in with a 6" strip of torch applied modified bitumen. OR. Page - 10 PA 120 JULY A. Pre - formed or rolled metal, minimum 16" finished width, shall be placed over the anchor sheet in the valley and shall be installed in a maximum ' / continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with 12 ga. x PA" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the valley metal. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped a minimum of 4" in a bed of flashing cement. The mineral surface capsheet shall be bonded to the metal with ASTM D 312, type IV asphalt, in a woven manner. B. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.05 Flashing and Counterflashings at Wall Abutments A. Install "L" metal, minimum 4" x 5 ", flush to base-of walls with the 4" flange on the roof deck. Flashing shall be installed over the base underlayment and nailed at 6" o.c. within i" .of.metal edges: Lap joints 4" and apply approved flashing - cement between laps. Start at lower portion and work up to insure water tightness. B. Seal along top edge of vertical flange, covering all nail penetrations with approved flashing cement and membrane where required. C. When installing counter flashing, lap top flange of base flashing minimum 3 ". Nail metal within 1" of metal edge minimum 6" o.c. or set into reglets (secured properly) and thoroughly caulk. Lap joints minimum 3" and apply approved flashing cement between laps. D. All head flashing shall be installed on top of the cap sheet (top ply). Insure the deck flange conforms to the pitch of the roof and extend minimum 4" onto deck. Seal along edge with flashing cement and fabric. E. Install apron flashing a minimum 4" on tile surface. Nail vertical flange on flashing 1" of metal edge and secure as necessary. Lap metal 6" and seal laps with approved flashing cement. 3.06 Standard Curb Mounted Skylights, Chimneys, Etc. A. Install in compliance with regular flashing installation procedures. See Section 3.05 -A -4 above. Paste - 1 1 PA 120 JULY Note: For self curbing or prefabricated skylights refer to skylight manufacturer's installation instructions and the Roofing Component Product Control Approval. The Product Control Approval shall take precedence. 3.07 Pipes, Turbines, Vents. Etc. A. Apply approved flashing cement around base of protrusion and on the bottom side of metal flanges sealing unit base flashing to deck. B. Nail and secure all sides of base flashing within 1" from edge. Make certain base is flush to deck. 3.08 Top -ply (commonly called cap sheet) A: All cap sheet shall be installed in compliance with the cap sheet manufacturers published application details. Apply hot asphalt or approved adhesive between plies of roofing felt so that no felt touches felt. Back nail using approved tin caps and roofing nails spaced at a maximum of 12" o.c. at side laps and 6" o.c. at the end laps, approximately 1" from edge of the top ply. B. Apply each succeeding course in same manner, allowing minimum 3" side lap. C. Overlap hip and ridge minimum 6 ". D. Insure weave pattern in valley or trim maximum 4" past nail penetrations. When using pre - formed valley metal, seal edge of the cap sheet with approved flashing cement and membrane. E. Prime all metal flashings and roof protrusions to insure a weatherproof application. F. Trim any felt overhanging at cave and gable. G. Cut any fishmouths and seal with approved flashing cement and membrane. H. Apply approved flashing cement or hot asphalt along edge of felt wherever it meets wall bases. Note: Each tile manufacturer requires specialty accessories. Their accessories shall be installed in compliance with the tile system assembly Product Control Approval. 3.09 Tile Installation Methods Paee - 12 PA 120 JULY Note: Installation instructions set forth in the tile system assembly Product Control Approval shall take precedence. A. Layout - horizontal 1. Chalk horizontal lines beginning one tile length from eave less desired overhang. Overhang shall be' /." to 2 ",, depending on tile type, use of gutter, or other functional requirements. 2. For batten installation only, chalk horizontal line 1" to %2 from ridge. 3. Chalk succeeding lines for a minimum 3" headlap unless restricted by product design. 4. Increase headlap when necessary for equal course spacing, or as needed for unusual application conditions. B. Layout - vertical - choose one of the following 1. Staggeredlcross bond tile installation - recommended for flat tile . a. Gable end OR. i. Chalk vertical lines one full tile and one half tile width plus 1" to 2" from starting gable to accommodate rake tile. OR, i Chalk verticals lines one full tile and one half tile width plus 1 / 4 " from starting gable to accommodate flush finish. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof i. Chalk vertical line 90 degrees from eave line. ii. Chalk second line parallel to first to . accommodate staggered/cross bonded tile. iii. Chalk additional lines, if necessary, to maintain alignment. Page - 13 PA 120 JULY 1. Straight bond tile installation - not recommended for flat tile a. Gable end i. Chalk vertical line one full tile width plus 1" to 2" from starting gable. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof i. Chalk vertical lines, if necessary, to maintain alignment. C. Tile Installation 1. Stack tile to facilitate installation and minimize tile movement. Tile stacks shall not be greater than ten high. Battens shall be placed under the nose of tile stacks where required by the underlayment Product Control Approval. 2. Eave treatment - choose one of the following three options a. Prefabricated Rubber Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Metal Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Raised Fascia/Wood Starter Strip- when using a 1' /2" raised fascia, a 2" x 2" wood starter strip must be installed behind fascia. i. Install fascia board approximately ' /," above roof deck or a 1" x 2" wood starter strip at roof edge. ii. Install 8" tapered cant strip at eave behind fascia and/or starter strip to support metal flashing when using drip edge. Tapered cant strip is optional when using anti - ponding metal. iii. Install a minimum 8" wide anti - ponding metal flashing of to insure positive drainage over fascia/starter strip. Nail top edge of flange onto roof. iv. Apply underlayment as per Section 3.02 Pa2.e - 14 PA 120 i JULY 3.10 Low Profile and High Profile Tile Note: Mortar or adhesive set tiles applied at an incline of 4 ":12" to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate the first three courses shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square .openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail every square foot. For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning at the eighth course shall be nailed. A. Starting at lower left corner (facing down roof) install first course of tile. Make certain all tile overhangs drip edge evenly along entire first course. B. Bond and/or secure field, perimeter and corner tile in compliance with the tile system assembly Product Control Approval. C. Cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. D. Set tile in stepped course fashion or in a horizontal and/or vertical fashion when utilizing straight bond method. E. Lay succeeding courses of field tile in same manner. F. If the tile system assembly has been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the aerodynamic moment determined using the design pressures for the building, determined under Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in - compliance with Dade County Protocol PA 106 not less than 30 days after project completion. G. If the tile system assembly has not been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the required uplift force determined using the design pressures for the building, determined in compliance with Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in compliance with Dade County Protocol PA 106 not less than 30 days after project completion. H. Cutibreak field tile to form straight edge at center of hip ridge. Page - 15 PA 120 JULY I. Mortar application: Low, High and.Flat Profile Tile. 1. Set tile in a bed of approved mortar. Apply full 10" minimum length mason trowel full (approximately 4.5 to 5 pounds dry weight) of mortar vertically under pan closest to underlock of previously installed tile. For flat tile place mortar or adhesive adjacent to underlock of previously installed tile. Mortar should be placed from head of tile in previous course to head of tile being set. Do not apply mortar under headlug of tile, or onto the underlock of adjacent tile which may create a tilted or cocked tile. Mortar shall be placed in general compliance with the detail drawings attached to the tile system assembly Product Control Approval. 2. Use half starter /finisher tile when provided or cut/break tile for proper _staggering of tile courses when using the staggered/cross bond method of installation. 3. Set tile in stepped course fashion or in a horizontal and / vertical fashion when utilizing straight bond method. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or • adhesive should make contact with head of the lower course of tile and underside of tile being set. J. Mortar application- Two -Piece Barrel Tile. 1. Apply 10" mason's trowel full of mortar (approximately 4 to 5 pounds dry weight) vertically over chalk line and under center of each pan with narrow end facing down roof. 2. Place bed of mortar or adhesive along inside edges of pans and set covers with wide end facing down roof. 3. Point mortar or adhesive to next acceptable straight -edge finish insuring good strong contact along edges. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or adhesive should make contact with head of lower course of tile and underside of tile being set. K. Adhesive set Application 1. Apply adhesive material to the underlayment and/or tile in strict compliance with the Product Control Approval. Page - 16 PA 120 JULY 3.11 Valleys Note: It is not recommended to install trim tile in valleys. It may be necessary to remove the lugs from the field tile at walls and valley flashings for proper positioning of cut field tiles. A. Standard Roll Valley OR, OR, 2. Placement of adhesive shall be in compliance with the detail drawings attached to the Product Control Approval. 1. Closed Valley - Miter tile to meet at center of valley. 2. .Open Valley - Chalk a line minimum 2" on both sides valley center. Place bed of color coordinated mortar along outside edge of chalk lines. Miter tile to form straight border and point to match tile surface. A. Pre - formed Metal Without Returns 1. Closed Valley - Miter tile to form straight border on either side of water diverter. 2. Open Valley - Miter tile to form straight border on either side of two water diverters. 3.12 Hip Starter - choose one of the following A. Prefabricated hip starter 1. Miter tile as hip starter to match eave lines. OR, A. Use standard hip tiles as starter. 3.13 Hip and Ridge Installation- Choose one of the following A. Set hip and ridge tile in a continuous bed of color coordinated mortar, lapping tile minimum 1". Insure bed of mortar does not protrude in center of hip or ridge junction. Approximately 1" of field tile shall extend beyond bed of mortar. Point mortar and finish to match tile surface. Page - 17 PA 120 JULY A. Mechanically fasten hip and ridge tiles to nailer board. See section 3.16. B. A ridge vent or venting within 18" of ridge is required on all tile applications using self adhered underlayment direct to deck. Ridge vents shall have Roofing Component Product Control Approval. 3.14 Nailer Boards - as required by some tile system assemblies A. Install salt pressure treated nailer boards secured directly to trusses. B. Install self adhered membrane over nailer board and seal to tile surface. Care should be taken to ensure no self adhered membrane is exposed to sunlight. C Fasten with nails or screws of sufficient length to penetrate minimum of into each truss. D. Use approved adhesive or clips at overlaps. 3.15 Rake /Gable Tile A. Rake /Gable Tile 1. Install first rake tile to exposed length of first course of field tile with factory finish of rake tile towards the eave. 2. Nail rake tile with minimum two 10d hot dipped galvanized or non - ferrous nails, or of sufficient length to penetrate the framing a minimum of 3/4", whichever is more restrictive. 3. Abut each succeeding rake tile to the nose of the field tile above and maintain • a constant headlap. B. Metal Finish 1. Install prefabricated gable metal with 1" water return. 2. Fasten by clipping 24" on center. Note: Rake tile application at finishing end may need special consideration to provide proper drainage, i.e. flashing or sealant may be needed. Refer to tile system assembly Product Control Approval. 3.16 Wall Abutments Page - 18 PA 120 JULY' A. Cut tile to fit approximately %2" to base of walls. Point -up mortar not recommended. Note: It may be necessary to remove the lugs from the field tile at wall flashing for proper. positioning of cut field tiles. 3.17 Plumbing Stacks A. Metal Finish 1. Cut tile to fit close to plumbing stack. Over plumbing stack install a lead pipe flashing. Pipe flashing shall have a minimum 18" x 18" base. Flashing base shall be set in approved adhesive and form fitted to match the tile profile. Install pipe flashing in such a manner to allow shedding of water. The ridge edge of the pipe flashing base shall be installed under the nose of the tile above. Note: Rigid corrosion resistant metal may be substituted for lead on flat tile installations. 3.18 Coatings - optional A. Acrylic sealer may be applied to exposed mortar as in accordance with the Tile System Assembly as outlined in the Product Control Approval. B. Color coordinated paint may be applied to all metal flashings. 3.19 Tile Replacement A. Damaged Tile 1. Break out and replace damaged roof tile. Do not disturb underlayment. Repair underlayment if necessary. 2. When battens are used, drive nail flush to batten with hammer and flat bar. 3. Apply minimum of 3 / 8 " x 2 bead" of approved adhesive on tile in course below replacement tile. 4. Immediately set replacement tile in position assuring proper contact. B. Small Valley and Hip Cuts Page - 19 PA 120 JULY 1. Elevate nose end of tile in course above small cut tile, apply a minimum of 3 / 8 " x 2" bead of approved adhesive at head of cut tile. 2. Immediately set tile in course above in position which assures proper contact. Note: For roof pitches >7 ":12" , mechanical fastening is required. Refer to tile system assembly Product Control Approval. 3.20 Clean-Up A. Remove all broken tile, debris and excess tile from roof. 3.21 Miscellaneous recommendations A. Instructions shall be given to all parties involved cautioning against traffic of any kind allowed on finished roof. Damage to roof tiles and/or sub -roof may result. = = Refer to the system assembly Product Control Approval for proper- procedures.for-.. traffic on roof tile. Page - 20 PA 120 PERMIT APPLICATION FOR MIAMI SHORES VIL AGE 51 0J Date 5 4 , 09 ( Address 4 C A\ E 1 b l S i- , Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant /}-R. K C (,- tz.P Q. 0 • . z_.. Master Permit # ( , I q' 1 t J 37 R rL) I E I b1 S 4- . P h o n e 1 c) 5- 3 G `I - S l C i L - *t— a7(,6 t\M sS .4- Owner's Address , Lf (rn Contracting Co. c' ST Qualifier L C State # _ S7 1 a D Municipal # Competency # Ins. Co. Address B 30 ? as — 6, ,I . I P�. .1 K 1''i N ■ 42 ,5 . Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN WORK DESCRIPTION • E P _ `i YY\ ROD F Cr, „n Q; r, q PQ r C 4 e r 3%1.1 Architect/Engineer _T yr Bonding Company Cl es ✓1 Q\ e P - 1 \ J F a L.T. N O O N o_ * 0 1-9 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. 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 re : , : ting constructio and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature "o wer N My C . • .u: 3!i_• Mrkliaithil.g,X0fegIAL NOTARY SEAL ei SANDRA M MONTIEL • * COMMISSION NUMBER h '.:III'.., Q CC401281 ' 7.1r. Q' MY COMMISSION EXP. (`‘ O F\. AUG. 17 FEES: PERMIT 10 RADON v' �. c. APPROVED: Zoning Building Mechanical and/ o President ate Date f� Address SS# Phone F `M d,1 5 .; L�'S� 1- ��rwon • Estimated Cost (value) 1 2-$0 ` Signature of Contractor - Eerier "/2 / //s Notary as to Contra (�pl r or Owner - Builder Date My Commission Expires: OFF1C L NOTARY HOLLY L MORRISON NOTARY P BBSIC STATE COF FLORIDA MY COMMISSION EXP. DEC. 8,1997 C.C.F. NOTARY cc ' Electrical TOTAL DUE lit A Date Plumbing Plumbing Engineering Best Roofing GENERAL: Type of Roof System Assembly to be Applied: N- 2 -1 -30 FR Manufacturer of Roof System Assembly: GAF BLDG MATERIALS Product Control Approval Number: 95- 0330.06 System Number from Product Control Approval: DECK 1 - TYPE E (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification.) (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: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS (Note: No insulation system is acceptable under the minimum roof category) Built -Up Applications and Modified Bitumen Systems Page -1 Best Roofing (Check one of the following) Recover ❑ THE SYSTEM: Deck: (Briefly describe) Insulation: (Type, size and method of attachment, if applicable) Base Sheet or Ply: (type and method of attachment) Complete the following for all Roof System Assemblies: 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? (1f )res. attach ASTM E907 test report) WOOD NA Co•JtI rnoJS. ® Yes 4 ❑ No ® Yes IJ. ❑ No Proposed Fastener: Has the deck been examined for moisture? ® Yes A71-0 No (Provide data confirming compliance with Section 3401.9(c)) 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: 1" X 6" T & G LUMBER 75# GLASS BASE TIN CAPPED TO WOOD DECK MTWC4t t 4J I nlE6,0Z S L>rDf R66At»llJlo fitdritlig& 6PACUJb bOfo SebU*L FJ &.b Built -Up Applications and Modified Bitumen Systems Page - 2 From: MarMAY 30 ' 95 01: 36PM . TASCA CONSTRUCT IONS /95 Time: 15:16:14 May 24, 1995 Miami Shores Building and Zoning RE: New Patio Roof for Parker and Carpenter 1400 NE. 101 Street P r age 2of2 To Whom it May Concern: The referenced structure falls under category 3401.7 MINIMUM ROOF COVERING of the building code. Paragraph 3401.7(b)(1) under APPLICATION: refers fastening to Subsection 3403.4. Subsection 3403.4 paragraph (b) (1)(dd) makes allowances for architectural appearance of the underside. As the referenced structure calls for 1" x 6" T 8 G decking with a nominal thickness of 3/4" the minimum required fastener length of 1 1/4" would damage the architectural appearance. Therefore we propose to use a ratio of the fastener lengths to pr• • - • factor for increased number of shorter length fasteners to provide the minimum required pull -out strength. Using a 1/2" nail in lieu of 1 1/4" would result in a ratio factor of 2.5. Applying this to the guidelines as described in subsection 3401.7(b)(1), we would install mechanical fasteners and tin caps, as defined in Subsection 3403.4(b), spaced in a minimum Pattern of 4_8" o.c. on a.4" overtax and 7.2" o.c. in two staaaered rows in the field areLof the rnnf. Perimeter areas shall be, fastened 3 6" in thw lax and 4 8" in the fie10. These fastening patterns shall be consistent with patterns as outlined in Figure 1 on page 34 -10 of the Code. Jack Althoff, P.E. Best Roofing Ply Sheet(s): (Type and method of attachment) Top Ply: (Type and method of attaclunent) Surfacing: (Type, if applicable) Flashing Materials: (Type and method of attachment) PLY IV FIBERGLASS FELT ONE LAYER MOPPED MODIFIED BITUMEN 30 FR ONE LAYER MOPPED NA NA Built -Up Applications and Modified Bitumen Systems Page -3 • Best Roofing Top Ply: /VD 0,, /E B; rtin, a ,/ Bonding Material: HOT ASPHALT Ply Sheet(s): PLY N FIBERGLASS FELT 15."*.%• Bonding Material: HOT ASPHALT Fastener: GALV NAIL N ! i4� S (if base sheet mech. attached) Base Sheet: 6r1. I} S 5 13A-sir inches 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 ".) Surfacing: NA (briefly describe, if applicable) Bonding Material: NA (if base sheet bonded) Fastener: NA (if top insulation layer mech. attached) Top Insulation Layer: ff applicable) NA Bonding Material: NA (if top insulation layer bonded) Fastener: NA (f insulation mech. attached) ( Insulation: NA Bonding Material: NA (� �jinsulation bo nded) Vapor Retarder NA (f applicable) E (if applicable) NA DECK: Type: WOOD Gauge or Thicbress: -NR t "( (v T d- C Density, if concrete deck NA Built -Up Applications and Modified Bitumen Systems Page - 4 Best Roofing Coping Cap Gauge: NA Fastener Spacing: NA Clip Type: NA Clip Gauge: NA Pr Deck Type: WOOD Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #1: Parapet Wall. Detail Deck Type: WOOD Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page - 5 Best Roofing Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gravel Stop/Drip Edge Gauge: 24 GA GALV Fastener Spacing: ttA / Ii o.c. Clip Type: NA Clip Gauge: NA Deck Type: WOOD PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Components names, dimensions, thiuknesses,etc. Include fastener type and spacing used for wood - blocking attachment (later Type: NA Gutter Gauge: NA Fastener Spacing: NA WfW Deck Type: WOOD PERIMETER DETAIL #4: Gutter Detail Built-Up Applicaitons and Modified Bitumen Systems Page - 6 Best Roofing Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter condition which may exist. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exist. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL. #6: 'Other' Detail Built-Up Applications and Modified Bitumen Systems Page _ - Best Roofing Insert Building and Parapet Heights. (If no Parapet exists, insert W /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: /h / // Classification Category: At Hurricane Oceanline? Y No l't L +d Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: C 6ri1 f net n1 e- 6 W/ 1 f4- / 2 r GROUND LEVEL rn feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page - R Best Roofing Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Shee:Attached) S ,— 4 e so% = I ° x 14; Co1.4 oo10 2L4 • 7 n/ / 1-6 eibk, (n i BUILDING INFORMATION #2: Roof Plan with Perimeter and Comer Dimensions Built-Up Applications and Modified Bitumen Systems Page -9 Best Roofing Job Address: 1400 N.E. 101 STREET Contractor: BEST ROOFING The undersigned certifies that the Roof System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DAVE 20 v A a Before me this day personally appeared W' �- P•--- C� -�- who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Conti ctor /Owner Signature Sworn to and subscribed before me this a- th day of Y)1A 19 My commission expires OFFICIAL NOTARY SEAL MOLLY 1. MORRISON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC331733 MY COMMISSION EXP. DEC. 8,1997 No ry Public State of Florida Built-Up Applications and Modified Bitumen Systems Page -10 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT NO. : ACCEPTANCE NO. EXPIRES: METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE F-LAGLER BUILDING (WILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO-DADE FLAMER 6UILDINO 140 WEST FUIOLER. STREET MIAMI, FLORIDA 33130-1503 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 75 -2g0 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. 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. The expense of such testing will be incurred by the Manufacturer. NOV 101997 ul Rodri _ ez Product Control Division Supervisor - 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 used in Dade Co .;A lorida under the conditions set forth above. APPROVED: MAY .0 4 1995 $41.3%; arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR 1 sq. roll 105 lbs. Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Dimensions 1 sq. roll 87 lbs. 3 /4 sq. roll 93 lb. roll 1 sq. roll 102 lb. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Specification Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral gr nu 4 Raul Rodriguez 05/24/95 16:57 EAST COAST SUPPLY 13057334832 product Elie GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoai® Emulsion GAF Materials . Corporation Jetblak All Weather PIastic Cement 3' x 180' 451b. roll 3' x 180' 401b. roll • 3'x 108' 751b. roll 3'x36' 761b. roll 5, 55 gallons 1, 5 gallons 5 gallons 1, S gallons Test Spegjfication ASTM D 4897 D 3672 ASTM D41 ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. 5 . Raul Rodriguez NO.211 P004 Product Control No.: 95- 0330.06 Product De Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on thebottom side with: mineral granules edded is asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt • with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 05/24/95 16:58 Product Red Rosin Roofing Nails Tin Caps Type X Gypsum Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Barrier Board Pius various EAST COAST SUPPLY a 13057334832 Test Product Dimensions Speojfication Description various Mininium # PA 114 12 Min. 32 ga. x 1 various Sturdi -Top various PA 110 al NM aluminum PA 121 roof coating PA 121 PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener 3" square PA 114 3" square galvalume AZ55 stress plate 3" round PA 114 Polyoiefm plastic plate ASTM D 2824 Aluminum roof coating PA 121 Roof coating PA 110 Polyisocyanurate foam / wood fiber insulation Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Fire resistant rated gypsum Wood fiberboard Aluminum roof coating Asphalt emulsion Raul Product Control No.: 95-0330.06 t generic generic generic NO.211 P005 generic Georgia-Pacific Grundy Industries Grundy Industries ITW Buildex ITW Buildex ITW Buildex ITW Buildex Karnak Corp. Karnak • NRG Barriers, Inc. 05/24/95 16:58 EAST COAST SUPPLY * 13057334832 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Maximum Design Pressure: -60 psf. NO.211 P006 Product Control No.: 95-0330.06 Deck Description: 14 1 32 " or greater plywood or wood plank decks System Type E: Base s ltemechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6®, GA.GLA$40 #71 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails anti tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.e.. Note: Ply 4 and Ply 60 applications require sheathing paper over the wood deck before application of base sheet. Ply Sheet (Optional) One two or three plies of GAFG ® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IVasp nit at an application rate of 25 lbJsq. * 15 %. 3 Membrane: One 1 of Ribero/ t Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or TV asphalt at an application rate of 25 lb./sq. t 15 %. Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- I -1 -MG, N- 1- 1 -MGFR, N- 1- 1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP N-Q.`� Raul Rodriguez 41 Oit *MA i‘ib ` � �irvQ S L� �T� %e&itnts/nlG Tod co .tamvd rAy7fe4u. P1 2tJ I RL-m , 04/23/93 14:50 MSV 001 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date OS -06 -93 Job Address • _ _ Tax Folio 11 3205 023 0030 Owner's Address Same Architect /Engineer Bonding Company — Mortgagor Permit Type(circle one): BUILDING reroof, remove exisj,i ng nd WORK DESCRIPTION •tg � 5 53 42 M Shores Bay PK Ests PB 55 -83 j,Ot . si P -mot 3& irregular _x.1 Le$�4 14"sErlWA° opener / Lessee / Tenant Patrie -ia R Master Permit 1► < 9147 Contracting Co. Olen Waldrep & Son's Address qualifieLArtes Olen Taaldren State # RC'Q071 A7 tunicipal It 00- 0555 4 14261 ( 4400 SF ) ELECTRICAL n t iy 1 # 3 0 mop 1 ply #90 install tile 5 °12 pitch. Square Pt. 44sq WARNING TO OWNER: YOU MUST RECORD A NOTICE OP COMMENCEMENT AND YOUR FAILURE TO DO SO MAY IN RESULT FINANCING, CONSULT WITH YOUR IMPROVEMENTS LENDER R OR AN ATTORNEY BEFORE INTEND EFORE RECORDINGYOUR TO OBTAIN F 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. 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. Furthermore, I authorize the above-named contractor to do the work stated. Signature ent ture of owner and /or Condo Pres'� g� j Dat :. tart' as t• Own4 and •r Condo President commission Expires FNIS'ADY RUC .97,Vr; 7-1.ell .A. AYIARtJ; NY COMMISSION EI2t�if uS OCTOaca 2D, 19,3 MOO TIIRU ACINT'S ?i TAL2V u3A3ut2Am ** * FEES: PERMIT AFPRQVBD: RADON Build' Phone 922-6410 7000 Southwest 21 felt, instalLG • - phone - Ins.Co. Traveler Address_ Address Address PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN Estimated Cost(value) 14, 000.00 Signature of Contractor or Owner--Bui Date: } s�io EXPireS: My Co T"' ' *:o [fir. f:aes ° 5, Sv %3 BpnAod Thru T oy + -In • Ias :c,•: — : , * Notary as to Contractor or Owner- Builder * * * C.C.P. 7F NOTARY ,. _ TOTAL DUE Fire Other Electrical Zoning .a.. .,nical_ Plumbing___________________ Eng i nee r in Place ** ;r.a OF FloRIDA, r ;OUNTY O rnDE: �.i the ' • iNESS ::: Fri;01' ER- Sy t fihf!Corri-ryCoerh DC. 2. Description of improvement: ►C..¢.n..N4,6 • NOTICE OF COMMENCEMENT 938234 1 1 1 1993 MAY 10 15:21 • PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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: 1Net`) N -E. IOl st,M7)Qe-- 6 5 ya N. Sian o_ Ate. IJ�" ( t>�`��P� - : g 3 L n t 10 F6. ej 3. Owner(s) name and address: PPi71 .l .f JJi& . Pj (1 r>7 a�/' yn0 N t~. tnl • 5- Creel- Interest in property: Name and address of fee simple titleholder: 4. Contractor's narfieand address: 0 12..4 t )(1,A ace() tr'1s Q .)nC 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name PaN it 1G. RCI 0A, • Sworn to and subscribed before me this 1C1 day of M Y , 19 Notary Public Print Notary's Name L_A - /Y S. &o 1 -- NOTARY PUBLIC .STAt1 OF PLCII'DA AT LARNE My Commission Expires: MY COMMISSIO Exa1RRS ncrnglq 20, trm BONDED THRU AGENT'S NOTARY DRO ;ERAS] Prepared by: ne_ \24,S1Pr' • So S '�,. E � 1 P[ac e Address:`�(� Sc �k P L .�'. 1'1 12301.52 2193 • APR:' -04 -1900 01:53 FROM • JVL YJa • 717 CJ7•'fL ' . 4IE'rROPOLI rAN DADE COUNTY, FLOIIIDA ACCEPTANCE No.: __21 APPROVED t June 11,_11.10_ EXPIRES t June11L_11 APPROVED: Juke ,1., 1990 * *PLEASE N9T & ** CONDTTIONS TO 14725754 P.01 AMMENE C1 410,4A: JUN 2 81 - '�, e METRO.OADE CENTER This application for Product Approval has been accepted Metropolitan Dade County Board of Rules and Appeals to be Incorporated and Unincorporated areas of Dade County ander conditions set forth above. BUILDING Si ZONING DEPARTMENT SUITE 1010 111 NW. 191 STREET MIAMI, OLORIDA 73128.1974 (305) 375-2612 PRODUCT jTROJ, NOTTCE (ZP A CEP N,CE Tamko Asphalt Products, Inc. P.O. Sox 1404 Joplin, Mo. 64802. Your . application for Product Approval of Awap1. an,an ap an _170 Single P]4._==.,D Membranes under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calcul a'.ions as submitted by D,nde terr.iters Laboratorj.es . ractory-MUtual laeltagc.h and, others has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2-2c and .the Standard Conditions on Page-3 Gil Diamon -, P.E. Product Control Sur Metropolitan Dade 1 Building & Zoning D. :.. •%, •; 1 Thomas M. alas k, P.E. Deputy Secretary Metropolitan Cade County -3- • Board of Rules and Appeals. • the , APRI04 -1900 01 :53 FROM 4u4. YJJ 7V 1 4 1 7•'4L - Te�o A p�d .riv inc 1ISC O ACCEPTA S=CIFIC CONDITZQNS 2.00 Method of Installatioru 2.01 SfinfixAlt All installations must comply with the recommendations of the manufacturer as described in their published literature and built lap roofing systems. In all systems described below, exposed granular surface is brushed over with Tamko asbestos fibered asphalt emulsion at the rate of 3 gallons per square or Tamko aluminum fibered coating at the rate of 1.5 fallons per square. 2.02 Over St uctral Cpncrete Decker: Installation is 11 -- _•.0 _ and Insulation. Concrete.deck is primed with Tamko Primer and Tamko Glass Base Sheet or Awaplan smooth surfaced is hot mopped. Awaplan and Awaplan 170 are then hot - mopped. Awaplan may also be torch applied. Factory Mutual approved insulation shall be hot mopped to the primed concrete deck before the base sheet is hot mopped to the insulation. 2.03 Qx2r lightweight concrete docks'a Installation is limited tp 165 $eet above grade, based on Factory Mutual 1 - 90 classification. Tamko Vapor -Chan is nailed to the deck with Factory Mutual approved fasteners at a, spacing of 9" along the laps and 18" in the field. Awaplan and Awaplan 170 are then hot - mopped. Awaplan may also be torch applied. Roof vents shall be provided as recommended by Tamko. 2.04 Over natal Decks: Installation is 1 teit9d _ t 165 feet, above grade based on Factory Mutual 1.90 classification or a$ limited by type of construction as defined in the South Florida Building Coda. FM approved insulation is fastened with FM approved fasteners at the rate of one fastener per 1.75 sq. ft. Tamko Glass Base Sheet, Tamko fiberglass sheets such as Tam - -Glass or Tamko Ply IV or Awaplan smooth are used as is, then hot mopped to base sheet. Awaplan may 'also be torch applied. -2a-- TO 14725754 P.02 ACCEPTANCE No.: __.90.- 042L.6 APPROVED $RPIRES J : __June 11 _ .die 11. 1993 G 1 Diamond, P.E. P oduct Control Supervisor Metropolitan Dade County Building & Zoning Department r PPR -04 -1900 01:55 FROM 05 ' . - :43 Tamkg pisphalt p,roduct,B c. 2.05 Over Wood Decks: This installation is lim_ ite to 6Qe ab, ove _grade or as limited by the type of construction as defined in the South Florida Building Code. Tamko Type 43 base sheet or other approved base sheet is fastened to the wood deck using 12 gage wire or ring spanked nails through tin -caps as described in Section 3402.2 (c) of the South Florida: Building Code. Spacing of nails shall be as per Table 34A of the South Florida Building Code. Awaplan or Awaplan 170 is then to base sheet. Awaplan may be torch applied if insulation is used, it is hot mopped to Tamko 43 base sheet. Tamko glass base sheet is then hot mopped to insulation followed by hot mopping or torch welding of Awaplan. 2.06 In case of urethane and isocyanurate insulations, Tamko Vent Ply punched fiberglass base sheet is sprinkle mopped to the insulations and . Awaplan membrane is then hot- mopped or torch - applied to Tamko Vent Ply'. All cellular plastic foam insulations shall be covered with Tamko Venty Ply or Vapor Chan spot mopped to insulation before applying Awaplan. 2.0.7 Tamko Awaplan smooth surface may be substituted for Glass Base, TaMGlass, Tam Ply IV or Type 43 base sheet. 3.00 Re - R9Qfing: Re- roofing shall be in accordance with Section 3401.9 of the South Florida Building Code, the manufacturer's instructions or the following, whichever.is most restrictive. 3.01 All loose gravel shall be removed and all blistered and deteriorated areas shall be repaired as per manufacturer's recommendations. 14725754 TO P.04 ACCEPTANCE No.: _ 90-0423. APPROVED EXPIRES June 31._1993 e 1 Diamond, P.E. roduct Control Supervisor Metropolitan Dade County Building & Zoning Department APR -.04 -1900 01:56 FROM Tamko Asphalt Products. Tnc. TO 14725754 P.05 ACCEPTANCE No.: _„ Q- Q4,7,3.6 APPROVED EXPIRES Jung 11, 199 : _Jne 11, L993 3.02 All gravel surfaced roofing of asphaltic composition shall be primed with Tamko concrete primer. One layer of Tamko Vapor Chan venting base sheet is bonded with 10" to 12" diameter spots of hot asphalt spaced 24" o.c. maximum. Lap the sheet 2" at sides and 4" at ends. Awaplan or Awaplan 170 is then applied as described in Section 2. 3.03 All gravel surfaced roofing of cool -tar pitch shall be installed as per 3.02 without' priming. 3.04 Existing inorganic smooth surfaced membrane ,shall be primed covered with Tamko Vent -Ply and sprinkle- mopped. Awaplan or Awaplan 170 is then applied as per Section 2. 4.00 Work shall be performed' onlylby a licensed roofing contractor acceptable to Tamko Asphalt Products. 5.00 Applications for roofing permit must be accompanied by two duplicate sets of shop drawings, approved by the architect project engineer, along with the manufacturer's specifications and standard details. This requirement is waived for small residential jobs up to 5,000 sq. ft. in area. 6.00 This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub-section 2309.2 (b) of the South Florida Building Code 7.00 This renewal supersedes Notice of Acceptance *87- 0415.1 dated May 11, 1987. -2c- // G Diamon -, P.E. Product Control Supervisor Metropolitan Dade County Building & Zoning Department , . ,PR -190© 01:56 FROM NVV •JV - V _,••7V • McTR0P01,ITAN DADE COUNTY, FLORIDA METRO DAP r-\ TO 14725754 P.06 Z - . \ ► t : ► 0%10 . AVM A 0 M ETRO•DADE CENTER IUILDtta A ZONING DEPARTMENT SUITE 1010 111 N.W. 1st BTREi1R MIAMI, FLORIDA 99128.1974 (305) 375 -2612 1. Extension 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 kprocess shall automatically be cause for termination, unless prior approval is granted for revisions of 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. fi 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Gil Diamond, . . Product Control Supervisor Metropolitan Dade County Building & zoning Department [ IRT ) L Independent Roof Testing & Consulting of S. Florida, Inc. J Bob Tedder, President .Anthony Tomassi Senior Consultant Field Operations Manager September 5, 1996 Latite Roofing Corporation 999 Northwest 53rd Court Fort Lauderdale, Florida 33309 RE: 1400 NE 101 Street Miami Shores, Florida Garage Addition Permit 39806 IRT #6483 Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida (IRT), performed uplift tests on the tile roofing at the above address. The tile is Pioneer, Flat White. The roof is approximately 800 square feet in area and was tested at twenty -five locations. The tiles had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at zero (0) test locations at this reading. The roof passed in accordance with Dade County Protocol PA -106. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA -106. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. truly, Ant ho i mass' Field Operations Manager INDEPENDENT ROOF TESTING of South Florida, Inc. AT /da Richard Ya es P.E. Project Engineer 3944 Northeast Fifth Avenue Oakland Park, Florida Phone (954) 630 -0201 Fax (954) 630-0506 1 25' 11 10 13 12 14 6 GARAGE 15 Project: 1400 NE 101 Street Miami Shores, Florida Contractor: Latite Roofing 10' 16 — 17 18 19 20 21 7 8 5 4 3 1 2 23 7' 22 24 9 25 PA 106 Test Locations September 5, 1996 IRT #6483 A D D I T I O N SYNERGY Labs, Inc Manufacturer: Model Number: Serial Number: Customer SN: Desaiptirm l,anits: Calibraaim Datc Glibtion Due: Reference Standards Used: Manufacturer AMETEK -MIG CHATLLON OFIS -100 25117 25117 FORCE GAGE Groomer: INDEPENDENT ROOF TESTING Catihate Numbs: MN Mudd Nuanber Certificate of Calibration This certifies that the above equipment vans =Rusted in compliance with Nasty y Stands d Calibration Systems MAIL -STD- using g procedures. Yes At planned anlarvsb. Spnanpy Labs. Inc measurement Standards are caibratsd by comparison to or measurement ageinst meow/ efendarda, natural physical constants, consensus standards, or by ratio type m ssurements using salkslibrating techniques. National standards are administered by NISI (National Institute of Standards and Tec i nobpy) or other recognized national standards tabaatoriee Supporting document**, relieve* traosetiley is on file and is available for eaar*tation upon request. NONE MIT RECEIVED IN TOLERANCE • NO ADJUSTMENTS REQUIRED VZ7AS 12471118 Saiil Number W0-23 18830 Trace Number Cal Due Doe 186 4f24+97 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building r1 +e MIAMI SHORES VILLAGE. FLORIDA ❑ ❑ DATE 195 ❑ PERMIT N° 4766 Contractor's License No. Legal Lot Description Address of Building /1;:', ' - ',I Architect Contractor or Builder A ' 1 CONTRACTOR OR BUILDER ,• Work to be performed under this Permit Bl. 4 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, 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 cr in the statements or specific ns anct that he assumes responsibility for work done by his agents, servants or employees. Signed:.r. ,' r'. -• INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered reunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sub fitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for 'all work done by either, myself, my agent, servant or employee. BY Subdi- vision Value of Project $ ✓ i Amount of Permit $ AUTHORITY e 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. Owner's Name and' Address. i •' - 'i Registered Architect and /or Engineer ...... ...... 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 State work to be done and purpose of building (by floors) STATE OF FLORIDA, 1 COUNTY OF DADE. ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date No J y 0 U Street ,l. 0. 1 and for no other purpose. New Building .. Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ _._ P > 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 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 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) 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 4 cO Date -ft ,�° Read, Sworn to and Subscribed before me. Disapproved late _ ____.__ /� � (Signed) ki °`� ,i�a Building ctor My Commission Expires Notary Public, State of Florida 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. Owner's Name and Address.. Registered Architect and /or Eng ' er Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision. New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ ®d. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT BUILDING INSPECTION DEPARTMENT 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 Street and Number where work is to be done g /0 State work to be done and purpose of building (by floors) 1� Zone cubage required plan Cubage Distance to next nearest building. Size of Building Lot Date 1 / 0a , 19.1" No / � Q._ __ Street.__ / (f and for no other purpose. Addition Repairs No. of Stories Roof Covering Amount of Permit $ t - 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 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 subconttraftop, on w'rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss 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 Date Read, Sworn to and Subscribed before me. Disapproved (Signed) W Building Inspec , .t' My Commission Expires Notary Public, State of Florida 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 ❑ PERMIT N? 15333 0 Work to be performed under this Permit Architect Contractor or Builder Legal Lot II BI. Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Subdi- vision Value of Project $ DATE 195 Contractor's License No Amt. of Permit $ 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 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, 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 statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • ' BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ❑ PERMIT N° 15101 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Work to be performed under this Permit Architect Contractor or Builder Legal Lot II BI. Description. Address of Building MIAMI SHORES VILLAGE, FLORIDA Subdi- vision Value of Project $ DATE 195 • Contractor's License No Amt. of Permit $ 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 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, 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 statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY Application is hereby made for ing or other structure herein descri Shores Village, Florida, and all pr regulations of the Building Divis' plans and specifications must b Owner's Name and Address Guernsey Construction Co. Name and address of licensed contractor____ Sheet Metal Spec. Chairman Member ' Member Council Approved Date M H O RES VILLAGE INSPECTION DEPARTMENT N FOR BUILDING PERMIT f the detailed statement of the plans and specifications herewith submitted for the build - pplication is made in compliance and conformity with the Building Ordinance of Miami the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and i Shores Village shall be complied with, whether herein specified or not. A copy of approved ilding during progress of the work. Date Co•, No 10231 PLANNING BOARD DATE August 13, Street 19 53 N.E. 13th Avenue Registered Architect and/or Engineer 573 N.W. 71st St., Miami, Florid. Location and legal description of lot to be built on: Lot 3 Block 1 Subdivision Miami Shores Be y Park Est. ---- - - - - -- Street and Number where work is to be done 1400 N. E. 101st Street State work to be done and purpose of building (by floors)._ New structure roof and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories one To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 920.00 _ Amount of Permit $ 5.00 Zone cubage required _Plan Cubage_ Distance to next nearest building — ___________Size of Building Lot Maximum live load to be borne by each floor _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcont oon,work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss. 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 67/ 1 Date Read, Sworn to and Subscribed before me. Disapproved , �:-� +, Date Notary Public, State of Florida (Signed) lding Inspector My Commission Expires Member Member Member 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.