Loading...
126 NE 97 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address /.,2 6 /r �97 /, i4fl i S/t V reS Tax Folio /j 3a b 6 ° 00--a6-410 Legal Description (11 i Q m reSgSe 1 ra ?13 /0- bit / Historicall Designated: Yes /TenantOldjf4'cf- La&tfeL meIaajA iagA, 9/4 ffi; Ara, a 3, /36 Contracting Co. th(fq 1/L 1? D D f / A/ J r ui W'i Qualifier it1 Yi 0 CT,E - 4/ Owner's Address ss# state # e&°C Oc' %% Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFIN PAVING FENCE SIGN WORK DESCRIPTION * -- 7&7OF par 494)77- _- 7 s) cie 6 to iMe , r " P PL ;55 Pi '02C C,4SS / hid l /n197 6.4", s - , .'cam nor t ieD Square Ft. -i q s0 Estimated Cost (value /.3 , S0 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 regulating construction and zoning. Furthermore, I authorize the above- name ontractor to d theTwork stated. Notary as to Owner and/or Condo President Date My Commission Expires: ��0 7'6 l:F:.:.;. L 4'..0 A.-hr SEAL ■ C: 5CZ... T 'Al DAVIS * 111 ^ ' �i `� y p• SN N JM E'O�JER - z " � � a� CO 91. Tit � .o •_._ CC©2:523/ VIX:P.ILISSION EXP. l oc L F ' i;� 2,1 FEES: PERMIT ?I RAMON C.C.F. resident Date Municipal # Competency # a1 v 3 -, "-4 Address Phone 948 Ins. Co. i :IIt2 % if Notary as to Contractor or Owner - Builder My Commission Expires: \p ,RY P4, o: -:L . ...: ., 0. o C;u� Electrical gnature of Contractor • wner- Builder (3 NOTARY 5" TOTAL DUE I Date Date Engineering i'Jekg lad Signature ./ ner "/ " ) )(Print Owners Name '0OI14j 446 S let- d-a#44") Sworn to and subscribed before me this `• / day of rU , 19 9 , PERMIT NO. TAX FOLIO NO. /I— 302014— 0 J 5718 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: 2. Description of improvement: R J- I° oor/45 Name and address of fee simple titleholder: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's Name My Commission Expires: 5 5, E.ORDA 0OU :4TY 0 D F,GtL1 FY t a tl.i_ is a truo co i:i:!lC WSJ Anz l S'� o res, p1L33/38 3. Owner(s) name and address: .J n u 143 Laurel m eja u ,4e n /.,16",/,&" 9 87 171,Q 1; S&eS F4 3 3/3 8 Interest in property: S I nip LE `6R 1 1 12 17 1996 MAR 15 U9 :47 ou' -s a 4,2g E 97 oa m i s F res, P 33/-3g 4. Contractor's name and address: t4 Aft RO FIN ,9 eva ru'4 7z Yt /R3L 4 � 6 , m l mI 4, 3319 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 St tutes,r / / / Name and address: 1 D U ' I 4 S Ja G! (e � ova u en 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Noti 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) <P is 1;FFiCIAL NOTA7:71 r� ,_) •^ _ SCC' T VI DAVIS 1'Y1 I i tl1/t ( 331' A r. j t l r i * COMMl:,1'.t1N Nu1.1'sicH 1 a `•4;x ' CC255237 7� 4:',:- q� MY COeM.l;SSION EXP. ,/,:0.0 !AN. 5 j a i cr ginai 63o.i i•• 11, DE ico on J A0 19 Prepared by: h 1.(7 H D Qr[iY Address: /8 3 4u ?.f ii .vi. l �;.1. \ c. % l ,a �i c. -. 1_I• : t:.� �.' A 123.01.52 2/90 Unique Roofing & Construction Job Address: 126 NE 97 Street METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 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 Code (SFBC); 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: (a) Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). (b) One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. (c) All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction ® Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck soldid sheathed? (Check 'yes' or 'no') Yes Deck Type (check one of the following): ❑ Nominal 1/2" Plywood (for re -roof only) ❑ Nominal 5/8" Plywood Wood Plank 1x6 ❑ Other It Roof Pitch (fill in): 3/ ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7- 1/2 ":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 tile nailed with not less than one nail per tile. As an alternate, the first three courses of file may be applied in mortar 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 sheathing with not less than one nail per 2 ft? Circle 'yes' or 'no' for each for the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? Yes Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature? Yes Is the proposed underlayment approved for use with this tile system assembly? Yes Job Address: 126 NE 97 Street Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 3913.3(b), (c) and (d) of the South Florida Building Code? Yes Are all related accessories approved for use with this tile system assembly? Yes Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrosion resistant nails)? Yes 4. The Tile System Assembly: eis The following information is required to confirm compliance with Subsections 3403.5(a) and (c) Section 3404 of the South Florida Building Code. Tile: Tile Name: Pioneer Manufacturer: Hacienda Tile Material: ❑ Clay Concrete ❑ Other Unique Roofing & Construction Product Control Approval Number: 95- 1128.12 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 2 k Mortar: Manufacturer: Tile -Tite pre -mixed cement Miximg Ratio: Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): 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: Length: fing & ❑ Other: Type: Length: N/A 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 applicable) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 5/16 ", whichever is less. Underlayment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Unique Roofing & Construction Job Address: 126 NE 97 Street Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: El ASTM #30 asphalt saturated felt with: El 19" overlap ❑ 6" overlap 4" overlap Tamko ASTM ES ❑ ASTM #15 asphalt saturated felt with: ❑ 19" overlap ❑ 6" overlap ❑ 4" overlap El Mineral Surfaced Roll Roofing with: ❑ 19" overlap ❑ 6" overlap 4" overlap Ell Tamko Tile Underlay ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): 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 -5 ?8" tin cap: Length: 1 Manufacturer: Dickson Specialty Nails ❑ Other: Type: Length: ing Manufacturer: Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: 12 " o.c. Laps: 6 " o.c. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: N/A N/N N/A N/A 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: El Flashing Cement: Type: Manufacturer: Asbestos Free KARNAK #19 Job Address: 126 NE 97 Street Adhesives (continued): 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. ❑ Ridge: Type: Size: .2 in Soffit: Type: Size: i 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. Unique Roofing & Construction Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Unique Roofing & Construction Job Address: 126 NE 97 Street Contractor: Unique Roofing & Const Inc. Process No. Ridge Venting: of applicable) Deck: Type: Tongue & Groove Thickness: 1x6 Underlayment: 30# ASTM Underlayment Fastener: 1 1/4" electrogalv. 3/ Roof Pitch 12 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not used in Tile System Assembly, fill in with "N /A ".) Head Lap Dimension: P0 " (minimum 2 " unless otherwise specified in this tile system assembly Product Control Approval) Mortar /Adhesive: Tile -Tite pre -mixed Tile: Pioneer Tile Fastener: Existing or Proposed Soffit Venting: Edge Metal or Gutter Fastener: 1 1/2" nails Bird Stop: pre -mixed cement (if applicable) Edge Metal or Gutter: N/A DETAIL #1 Job Site Identification: 126 NE 97 Street, Miami Shores, Fl 33138 Mortar or Adhesive Set Tile Systems Page - 5 Job Address: 126 NE 97 Street Ridge Height: Eave Height: 12' feet 8' feet Roof Mean Height 10' 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: "C" Classification Category: I At Hurricane Oceanline?: ® Y ❑ N Basic Wind Speed at Building Location: Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Ground Level 110 mph 0% Unique Roofing & Construction Contractor: Unique Roofing & Const. Inc. BUILDING INFORMATION #1 Job Site Identification: 126 NE 97 Street, Miami Shores, F133138 Mortar or Adhesive Set Tile Systems Page - 6 Process No. Unique Roofing & Construction Job Address: 126 NE 97 Street Contractor: Unique Roofing & Const. Inc. Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached.) r � v Sf fte BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: 126 NE 97 Street, Miami Shores, Fl 33138 Mortar or Adhesive Set Tile Systems Page e 7 Process No. Unique Roofing & Construction Job Address: 126 NE 97 Street The undersigned certifies that the Mortar or Adhesive Set Tile System 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 �`"R� =` " who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Cont !'r'or/Owner Signature 19C? (en Sworn to and subscribed before me this -1 day of My commission expires '‘I's 41 6 P&6 OFFICIAL I OTARY SEAL 0. 1.,,,v,:-.;‘;; 15� !in @AREARA ANN FUOAZZI it )} COMMISSION R1Ua:,I3ER �.; ..,y CC33c (. 91 EN COM■V■ISSIOIU EXP. t V C-) NAO. 29,19963 A, Contractor: Unique Roofing & Const. Inc. Process No. Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page -8 t4 4 i 305— METRO•DAUr : s tt r_RQPUCT_ ONTRDL NOTICE OF ACCEPTANCE Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Your application for Product Approval of: Pioneer Nail-On, Mortar Set or Adhesive Set "Hacienda" Roofing Tile 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: 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 conditions set forth on pages 2 through 17 and the standard conditions set forth on page 18. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. . The Building Code Compliance Office reserves the right to revoke this approval, if it is determined. by the Building Code Compliance Office that this product or material fails to meet the requirements o the South Florida Building Code. The expense of such testing will be incurred by the ma Acceptance No.: 95-1128.12 Revises No. 95- 0330.02- Expires: ieb,96.1999 Approved: Feb. 06 1,Q2fa.. 'f, ,S IS THESDV ERSHEET SEE ADDITIONAL iGES FOR.CECIFIC AN: GENERAL CONDITIONS IIUIILDING CoD OMMtI1EE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 aul Rodriguez Product Control Supervisor 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 used in Dade County, Florida tender the conditions set forth above. harles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County F. ©t 03 -13 -1996 14 :48 305- ROOFING SYSTEM APPROVAL Appl icant: Pioneer Concrete Tile Product Control No.: _25- 1128.12 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Approval Date: - tta6, 19_6 Expiration Date: Feb. 06, 1999 Category: Prepared Roofing Sub- Category: Low Profile Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Concrete SystemJ)escription Pioneer Concrete Tile is a domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. . Refer tojpprQpriate Product 1. II 1 I . : . 1 1. � : . . /-. d : . 1 4 : Product Control No.: 95- 1128.12 Control Approvals for other file prelates. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing 4,water channel at,,, • vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. sAll profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are also available to make up a complete tile system. Pioneer'$ "Hacienda" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile 'applicat The minimum roof slope for Pioneer's "Hacienda" nail -on, mortar set or adhesive set tiles shall be 2 ":12 ". See .the "Profile Drawing" section in this Approval for the "Hacienda" profile drawing. The Pioneer "Hacienda tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be chine. as a 'Moment Based System'... ,Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Contact: Joe Zambruski Customer Service Representative 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 (800) 624-4152 2 Fra° a oaga Plans Examiner, Product Control Division P.02 03 -13 -1996 14;49 Trim Pieces A M A A p 7f. 305- TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Produc( pimensiQi Sf f 'lcationa PcscriPlion Pionecr, "Hacienda" 1= 17'/." PA 112 Low profile, interlocking, high w = 13" pressure extruded concrete roof tile 1 4" thick equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. 1= varies �v = varies varying thickness Product Control No.: 95- 112$.12 PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each the profile. Plans Examiner, Product Control Division P.03._ R f1 - 03 -13 -1996 14 ;51 Product 030 Felt 043 Coated Base Sheet Mineral Surface Cap Sheet Mopping Asphalt Flashing Cement 305- TRADE NAMES OF PRODUCTS IVMANUEACTURED OTHERS I2lmensit ns N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Undcrlayment 22 lbs/roll Rainproof II 30" x 75' roll 36 "x75'roll or 60" x 75' roll Ice and Water Shield 36" x 75' roll N/A N/A Test Sperifiratinn ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA.104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 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 rooting for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Product Control No.: Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Plans Examiner, Product Control Division 9511211 17. Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA generic generic P. 01 Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA 03 -13 -1990 14 :51 305- Test Product Prod1LFt Dimensions $pcclfications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws min. 12 ga. with '/." head PA 114 Appendix E Annular ring shank, hot dipped, electro or mechanically galy_ roofing nails for use in underlayment attachment. min. 32 ga. PA 114 Corrosion resistant min. 1' /," o.d. Appendix E circular disc for use in max. 2" o.d. underlayment attachment vertical Wood Preservers Salt pressure treated generic min. 1" x 4" Institute LP - 2 or decay.:resistant lumbetfiattens horizontal min. 1 "x4 "for use with vertical battens or min. I" x 2" for use alone min. 8d x 2'4" or min. 10dx3" #8 x 214" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E 4 , .. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Product Control No.: 95- 1128.12 generic generic Corrosion resistant, generic . • screw'ot smooth shank nails. Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteTM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrctc Constructio ( "Quikrete® Roof designed for mortar Products Tile Mortar 111 140 ") ' set roof tile with current PCA applications. Fra u oaga Plans Examiner, Product Control Division P. 02 O'3a43 --1996 E4:32 305 - P. 03 Product Control No.: 9 5- 1128.12 Test Product Product Dimension Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "BONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive N/A See PCA Two component Polyfoam Products. ( "Polypro® AH I6O ") polyurethane adhesive Inc. designed for adhesive with current PCA set roof the applications. Hurricane Clip & Clips PA 114 Corrosion resistant generic Fasteners min. W width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fastenen plastic attachment min. 8d x 1'/." clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Valley Flashing min. 26 ga. ASTM A 525 Galvanized steel generic . ' min. 16" width valley flashing Drip Edge min. 26 ga. PA 111 Galvanized steel drip generic min. 2" face flange • edge min. 2" deck flange 03 -13 -1996 14:53 305- The Ccnter for Applied 25- 7094.7 Engineering, Inc. The Ccnter for Applied 25. 7183 -1 Engineering, Inc. The Ccnter for Applied 25- 7183 -2 Engineering, Inc. The Center for Applied 25- 7214 -2 Engineering, Inc. TEST REroins 7 Static Uplift Testing PA 102 (4" Ileadlap, Nails, Battens) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift 'resting PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Product Control No.: 95 -1 128.12 Teat Agency Test Identifier ilekt.tiam gull Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 1I1 PA 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) The Center for Applied 94 -0R4 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -0600 Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" ! Ieadlap, Nails, Direct Deck, New Construction) Oct. 1994 The Center for Applied 25- 7094 -4 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Ileadlap, Nails, Direct Deck, Recover /Reroof) Frai � u naga �'Iar s Gxtiminer, product Contro� ht■iswn Feb. 1995 Feb. 1995 March, 1995 P. 04 03 -13 -1996 14 :S4 3psu Test Agency The Center for Applied Engineering, Inc. Thsi Identifier 25- 7214.6 1 Test Nslnte /R pQtt Static (1pIifl Testing PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Appendix I1 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. I, 1994 Wind Tunnel Testing PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Engineering, Inc. Test #MDC -76 PA 100 Professional Service 224- 47099 Physical Properties Industries, Inc. PA 112 8 Product Control No,: _ -1 12812 Era' oaga Plans Examiner, Product Control Division 110 March, 1995 Dec. 1991 Aug. 1994 July 1994 Oct. 1994 Sept. 1994 P. 05 Slope Range: Underlaymcnt: Vertical Battens: IIorizontal Battens: Roofing Tile: Comments: MAR -13 -96 WED 14:5 SYST,?NiS Deck Typc: Wood, Non - insulated Deck Description: New Construction 19 /,," or greater plywood or wood plank. SYSTEM A: Counter - Batten Application 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are rcquir 2 ":12" to less than 4 ":12" and are optional for 7 " :12 ". For slopes exceeding 7 " :12 ", refer to Sy 9 Product Co FraA Zuloaga Plans Examiner, Product Control Di trot N J fo i dope t Install underlayment system in compliance with Dade Onunty Standard PA 118. Install vertical battens in compliance with Dade County Ap,plicat PA 118 Install horizontal battens in compliance with Dade County Standard PA 118, Install tile in compliance with Lade County Application Stand. rd PA 118. (Sec "Data for Attachment Calculations" included in this Apr royal ) 1. For re -roof applications,' /, plywood is an acceptable su-.ustrat f ision slope range of 4 ":12" to Application on Standard Application 95-1128,12 p i Undcrlaymcnt: Roofing Tile: Comments: MAR-13-96 WED 15:03 SYSTEMS (CONTINUED) Deck Type: Wood, Non- insulated Deck Description: New construction ' /,," or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. 4 ":12 ", refer to System A. For slopes in excesh System C. Install underlayment system in compliance with Dade Standard PA 118. Install tile in compliance with Dade County Applicatioi (See "Data for Attachment Calculations" included in this A 1. For re -roof applications, ' /,," plywood is an acceptable s 10 Product Co Frarir loaga Plans Examiner, Product Control 3 05– trol For s opes less than of 7 j :12 ", refer to oust! Application Stan and PA 1 18. prov:'I.) ubstr: e. ivisi 95- 1128.12 P.01 Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayment: Horizontal Battens: Roofing Tile: Com ments: MAR -13 -96 WED 15:04 SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 / 1 ," or greater plywood or wood plank. Horizontal Batten Application 4 ":12" or greater Note: Horizontal battens, as noted below, are require( for s 'pcs in excess of 7 ":12" and are optional for slopes of 4 " :12" t 7 ":1 ". For slopes less than 4 ":12 ", refer to System A. Install underlayment system in compliance with Dade Standard PA 119. Install horizontal batten s in compliance with Dade Standard PA 119. Product Co : trol N Install tilt in compliance with Dade County Application (See "Data for Attachment Calculations" included in this A 1. For re -roof applications, "4 plywood is an acceptable s 11 Fran ,u oaga Plans Examiner, Product Control 305— Application Application P. 0 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction " /„" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 11ndcrlayment: Roofing Tile: Comments: MAR -13 -96 WED 15:04 2 ";12" to 7 ";12" Note: System D is only acceptable in this slope range. For sl pex in excess of 7 " :12 ", refer to System C. Install underlayment system in compliance with Dade Count Application Standard PA 120. (See System Limitation 115.) Install tilc in compliance with Dade County Application Stan.� rd PA 120. (See "Data for Attachment Calculations" included in this A 1. For re -roof applications, " /,." plywood is an acceptable s 12 Product Co Fran u oaga Plans Examiner, Product Control 1)i 305— trot ision _25.112$ P. 03 03 -13 -1996 15:24 305 - i % 3 I , The standard tnininium roof pitch for Pioneer's "Hacienda," low profile tilt sham com County Application Standards PA 118, PA 1 19 or I'A 120, depending on the me hod o 2. For nail -on applications, fasteners for mechanical attachment of tiles shall li ve a larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outl ned i Control Approval. The method of attachment utilized shall provide sufficient a tach expressed as a moment to meet or exceed the required moment of resistance compliance with fade County Protocol PA 115 or PA 127. Pioneer's "I facie ,da" t been tested for both wind characteristics and static uplift performance, therefo calculations for installation in compliance with PA 115 or PA 127 shall he done Based System', 4, For mortar or adhesive set tile applications, a field static uplift test by a Dade Co testing agency, in compliance with Dade County Protocol PA 106, shall be performed 5. For mortar set tile applications, 30/90 hot mopped underlayment applications 111 perpendicular to the roof pitch unless stated otherwise by the underlayment ma_erial published literature. 6 All tiles shall hear the imprint or identifiable marking of the manufacturers na identification in the field. The identifiable mark for the "Hacienda," low profile ti word "Pioneer" on the back side of the tile. 7. Applications for roofing permits shall include a completed Section II of' th. Uni Permit, a copy of Pioneer's current specifications and details, a copy of ills P Approval and a copy of the Product Control Approval of any Roofing Cor►pone proposed tile application. Reference shall he made to appropriate data for the require 8. The applicant shall retain the services of a Dade County certified testing la 'orat quality control in compliance with the South Florida Building Code and relates protr taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 4 SYSTEM LINIITATIONS 13 Prnduct Cunt of No Fr n u oagn Plans Examiner, Product Control Divisi n • P. 04 95- 1128.12 ly with Dade installation. cad diameter this Product ent resistance etcrrnined in le profile has , attachment s a 'Moment ty accredited be installed anufacturcr's e or logo for shall be the Orin Building duct Control t used in the fire rating. to maintain ols. Samples Table 3: Attachment Resistance Expressed as a Moment - M bf) for Nail -On Systems' Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eaves Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 r all 2 nails Pioneer "Hacienda" Battens 4.10. 7.10 22.90 49.10 24.20 34.80 2210 32.20 Direct Deck 11.80 21.90 25.80 47.10 24,30 35.50 19,00 31.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Gaeater than 7 ":12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Pioneer "Hacienda" 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 N/A 03 713 -1996 15:25 305- Tile Profile Pioneer "Hacienda" DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - ? (ft (ft Batten Application 0.27 Prnduct Control No. } Direct Dec (ft) k Apr ).29 95- 1128.12 lication ivisio Data noted in Table 3 is for installation with a 3" tile headlap. ' Approved screws are as noted in the 'Trade Names of Products Manufactured By Othe •' and 'Profile Drawings' suctions of this Approval. Clips on eave tile are not required for this att- men configuration unless the Required Moment of Resistance exceeds the values noted above. 14 Frank u oaga Plans Examiner, Product Control .P. 05 Table 3 -A: Attachment Resistance Expressed as a Moment - M, (t -Ibf) for Nail -On Systems Tile Profile Tile Application Two (2) 10d x 3" Iona nail t:' Pioneer "Hacienda" Direct Deck New Construction (min. t9 / „” plywood) 67.50 Direct Deck Recover /Reroof (min. " /„" plywood) 43.00 Battens New Construction 50.90 03 - 13 - 1996 15126 305 Til installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coa ed, corrosion resistant, ring shank nails installed in manufactured holes locatet 2W f om the head of the tile. Clips on eave tile are not required for this attachment co lfigura ion unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M, (ft. tbf) for Mortar or Adhesive Set Systems Tile Profile Pioneer "Hacienda" DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Tile Application Mortar Set Adhesive Set 15 Product Con. roI N Att Re tcm nt dstan;e 20.60 36.61 Frank Zuloaga Plans Examiner, Product Control Divisio ,P. 06 . -I L2R.12 03- 13 -I996 15:27 1 14 305- M 17-1/4' PROFILE DRAWINGS 16 PIONEER "HACIENDA" Product Cont of No,L Frai toaga Plans Examiner, Product Control )ivisi P. 07 0.*.13- 15z2 305- MOD-1 7 -oc Lien e• et r. e. PROFILE DRAWINCS (CONTINUED) APPROVED SCREW FOR SCREW DATA IN TAIILE 3 Frank Zuloagn Plans ExArniner, Product Control .21,112.8 P.08 IVIS1 0 v. a- l — 17!u — I.I:acb Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 NOTICF. OF sgrx TANC STANDARD CONDIT1QI(5 1. Renewal of this Acceptance (approval) shall be considered after a renewal applicatior has b the original submitted documentation, including test supporting data, engineering doutmcnt than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's t atne, the following statement: "Dade County Product Control Approved ", or as specificall' state conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the !valua this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally appro c) if the Acceptance holder has not complied with all the requirements of thi acce including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required doer ment initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or pr=ess s II automatically be cause for termination of this Acceptance, unless prior written approvII has een requested (through the filing of a revision application with appropriate fee) and granted by this iffice. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, ad ertisi other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and bllow, expiration date may be displayed in advertising literature. If any portion of the Notice of Ac displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, whcrc t appli provided to the user by the manufacturer or its distributors and shall be available for it specti site at all times. The copies need not be resealed by the engineer. .8. Failure to comply with any section of this Acceptance shall be cause for termination at d rem Acceptance. 9. This Acceptance contains pages 1 through 18. MAR -13 -96 WED 15:09 END OF THIS ACCEPTANCE 18 Product Cori rot No ACCEPTANCE NO.: 95- 112$. APPROVED : EXPIRES : _E .16.19 Fran .0 oaga Plans Examiner, Product Control Di vision 7 ti9— 9j- 1128.12 2 en filed and , are no older ity, state, and in the specific ion of ed; ante, ion or any by the eptance is s, shall be n at the job val of P. 09 P , to GENERAL: Type of Roof System Assembly to be Applied: Asphalt (BUR) Manufacturer of Roof System Assembly: Tamko Product Control Approval Number: 95 -0720.01 System Number from Product Control Approval: (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 UMFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Type E -1 (Note: No insulation system is acceptable under the minimum roof category.) Unique Roofing & Construction Built -Up Applications and Modified Bitumen Systems Page - 1 Unique Roofing & Construction Complete the following for all Roof System Assemblies: (Check one of the following) Recover ❑ Re -roof ® New Construction ❑ If a recover, is the existing Roof System Assembly to be used as a bonding substrate? If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate? (If 'yes , attach ASTME907 test report.) Proposed Fastener: Has the deck been examined for moisture? ❑ Yes ® No (Provide data confirming compliance with Section 3401.9(c).) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe) Insulation: (Type, size and method ofattachment, ifapplicable) Base Sheet or Ply: (type and method of attachment) 1x6 Tongu & Groove N/A Tamko Glass -Base ❑ Yes ❑ Yes Tin cap to wood deck 12" on field and 6" on lap Built -Up Applications and Modified Bitumen Systems Page -2 ® No No Unique Roofing & Construction Ply Sheet(s): (Type and method ofattachment) Top Ply: (Type and method ofattachment) Surfacing: (Type, if applicable) Flashing Materials: (Type and method ofattachment) Tam -Ply IV fiberglass 2 plies Mop down with hot asphalt Tamko TAM - CAP Ceramic granule surface cap sheet mopped with hot asphalt N/A 2 "x2" Eaves drip 26 gauge Galvanized Built -Up Applications and Modified Bitumen Systems Page - 3 Unique Roofing & Construction it it it Top Ply: Bonding Material: Asphalt Type 4 Ply Sheet(s): Tam -Ply IV fiberglass Bonding Material: Asphalt Type 4 ches ches ches 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: N/A (briefly describe, if applicable) Fastener: Nail & Tin cap 1.25 of base sheet mech.auached) Base Sheet P. 174i g.0 C LAS-' Bonding Material: N/A (if base sheet bonded) Fastener: N/A (if top insulation layer mech. attached) Top Insulation Layer: applicable) N/A Bonding Material: N/A of top insulation layer bonded) Fastener. N/A (if insulation mech. attached) E Insulation: N/A Bonding Material: N/A .!/ (if insulation bonded) Vapor Retarder: N/A (if applicable) Primer: (if applicable) N/A DECK: Type: 1x6 Tongu & Groove Gauge or Thickness: N/A Density, if concrete deck: N/A E c Built -Up Applications and Modified Bitumen Systems Page -4 Unique Roofing & Construction Coping Cap Gauge: Fastener Spacing: Clip Type: Clip Gauge: N/A N/A N/A N/A Deck Type: 1x6 Tongu & Groove 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: 1 x6 Tongu & Groove 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 Unique Roofing & Construction 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: 26 ga. Fastener Spacing: N/A o.c. Clip Type: N/A Clip Gauge: N/A W, \fff Deck Type: 1x6 Tongu & Groove PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofmg Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: N/A Gutter Gauge: N/A Fastener Spacing: N/A Deck Type: 1x6 Tongu & Groove PERIMETER DETAIL #4: Gutter Detail Built -Up Applicaitons and Modified Bitumen Systems Page - 6 Unique Roofing & Construction 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. DRAINAGE TAMCAP AWAPLAN PREMIUM AWAPLAN 170 FIELD ROOFING METAL EDGE SET IN MASTIC AND NAILED @ 4" O.C. EXTENDS MIN 2" ONTO ROOF PRIME METAL WITH ASPHALT PRIMER INSULATION STOP (OPT' 0/VAL) TURN DOWN BASE SHEET OVER FACE TO BELOW NAILER (oPTI o /JAL) ROOF INSULATION COPT OIJAO DECK AND EXTERIOR WALL PERIMETER DETAIL 115: '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 N6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page - 7 Unique Roofing & Construction Insert Building and Parapet Heights. (If no Parapet exists, insert 'W /A'2 Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: "C" Classification Category: 1 At Hurricane Oceanline? Yes Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: None Y N GROUND LEVEL :e t BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page - 8 Unique Roofing & Construction Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) 18' • • ■ • • / • X • X i i i X 19' i 30'-8" i i 32' BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page - 9 11' FLAT ROOF / 17' -6" TILE / / i • / X / 4' T-8" T -6" / 1 I 1 I 1 1 1 15' 13' Unique Roofing & Construction Job Address: 126 NE 97 Street Contractor: Unique Roofing & Const. Inc 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 DADE /� Before me this day personally appeared -C 7 K who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contractor /Owner Signature Sworn to and subscribed before me this — th day of 19_ My commission expires Notary Public State of Florida Built -Up Applications and Modified Bitumen Systems Page - 10 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Tamko Roofing Products, Inc. 220 West Fourth St. P.O. Box 1404 Joplin, MO 64801 Your application for Product Approval of: Tamko Roofing Products, Inc. Conventional Built -Up 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: Factory Mutual Research Corporation, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -100 and the standard conditions on page 101. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Approved: January 25. 1996 Acceptance No.: 95- 0720.01 / Revises No.: 95- 0222.02 Expires: August 15. 1997 • / . : 1 1 ti e . CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in e County, Florida under the conditions set forth above. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Raul Rodriguez Product Control Division Supervisor harles ganger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Tamko Roofing Products, Inc. 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Contact: Dodie Webster 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 ,Tel: (417) 624 6644 Ext. 257 Fax: (417) 624 8935 Frank Zuloaga. Plans Examiner, 2 L \ � Product Control No.: 95 0720.01 Product Control No.: 95 0720.01 Approval Date: January 25. 1996 Expiration Date: August 15. 1997 Category; Membrane Roofing System Sub - Category; Built -Up Roofing Type; Conventional Sub -Type; Fiberglass /Organic Sysfcm Description Tamko Roofing Products, a manufacturer of commercial Built -Up roof systems since 1944, produces a wide range of roof products for Built -Up and modified bitumen roofing systems. In addition, Tamko offers two -ply modified systems to meet the demands for multi -ply SBS modified specifications. Tamko systems utilize organic and fiberglass membranes for approved systems. Built -Up roof specifications can be found in the 600 (Type IV) and 500 (Type VI) specification series. Specifications can be found in "Commercial Roofing Specifications and Details" published by Tamko annually. Tamko provides warranted systems over various insulated and non - insulated substrates. Tamko conventional Built -Up roof systems may be used in conjunction with Tamko Awaplan modified bitumen roof systems, the specifications for which may be found in the Tamko Awaplan Product Control Approval. Details shall be installed in compliance with Tamko published or job- approved details. Tamko roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Materials Directory and the current Factory Mutual Approval Guide. Tamko roof systems and assemblies are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. Technical questions should be addressed to the District Commercial Roofing Manager at 1- 800 - 228 -2656. uct Control Division. A waplan 170 FR Roll weight: 98 lbs.; 33' 11" x 39 3/“ Awaplan I7OTM Roll weight: 98 lbs.; 33' 11" x 39 list' Base -N -Ply® 108' x 36 "; roll weight: 72 lbs. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0720.01 Test Product Product Dimensions Specification Description Awaplan PremiumTM 33' 11" x 39 - "; ASTM D 5147 A 250 g/m polyester reinforced SBS roll weight: 100 modified bitumen membrane surfaced lbs. with granules. Applied in hot asphalt or cold adhesive. Awaplan Heat Roll weight: 96 ASTM D 5147 A 250 g/m polyester reinforced SBS WeldingTM lbs.; 25' 5" x 39 modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. Awaplan Roll weight: 100 ASTM D 5147 A 180 g/m polyester reinforced SBS Versa- Smooth"' lbs./ 33' 11" x modified bitumen membrane. Applied 39 in hot asphalt, by torch, cold adhesive, or mechanically fastened, as a base ply in 2 ply modified systems. Awaplan Premium FRTM Roll weight: 101 ASTM D 5147 A 250 g/m polyester reinforced lbs.; 33' 11" x 39 modified bitumen membrane surfaced ' /e“ with granules. Applied by hot asphalt and also used as a walkway material. ASTM D 5147 A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. ASTM D 5147 A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. ASTM D 4601 A fiberglass reinforced SBS modified bitumen base sheet. For use in conventional and modified bitumen Built -Up roofing. Glass- BaseTM 108' x 36 "; roll ASTM D 4601 An asphalt impregnated and coated weight: 72 lbs. glass fiber base sheet for use in conventional and modified bitumen Built -Up roofing. Tam Glass PremiumTM 180' x 36 "; roll ASTM D 2178 Type VI asphalt impregnated and coated weight: 53 lbs. Type VI, glass fiber ply sheet for use in conventional and modified bitumen Built -Up roofing. Frank Zuloaga. Plans Examiner,'.•• . ontro Diva • 3 Product Tam -CapTM Tam -Ply IVTM Type 43 Base Sheet Vapor - ChanTM Versa Flash 160 Versa -Base FR Versa -Base Dimensions 36' x 36 "; roll weight: 83 lbs. 180' x 36 "; roll weight: 44 lbs. 72' x 36 "; roll weight: 85 lbs. 36' x 36 "; roll weight: 86 lbs. Vector Fibered 1,5, or 55 gallon Aluminum Roof Coating containers 54' x 36 "; roll weight: 60 lbs. 54' x 36 "; roll weight: 94 lbs. Test Specification ASTM D 228 ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 ASTM D 2824 ASTM D 5147 ASTM D 5147 ASTM D 5147 Frank Zuloaga. Plans Examiner, 4 Product Control No.: 95- 0720.01 Product Description Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional Built -Up roof membranes. Type [V asphalt impregnated glass felt for use in conventional and modified bitumen Built -Up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen Built -Up roofing. A brush or spray grade asphalt surfacing containing aluminum pigment to provide weathering protection over Built -Up, or Modified roof systems. Flashing material reinforced with 180 g/m polyester mat saturated with asphalt and coated on both sides with !Craton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. A fiberglass reinforced modified bitumen base /ply sheet. A fiberglass reinforced modified bitumen base /ply sheet. Product Millox Pyrox ACFoam 11 Celcore Hy -Therm White Line Hy -Therm AP Hy -Tec Blackore Anchorbond Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x PA 114 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description various PA 110 various PA 110 various PA 110 PA 110 various PA 110 various PA 110 various PA 1 10 various PA 114 PA 114 PA 114 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Cellular insulating concrete system Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastening assembly Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks Frank Zuloaga. Plans Examine 5 Product Control No.: 95 0720.01 Manufacturer Apache Products Co. (with current PCA) Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Celcore, Inc. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners, Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Product Dekfast Fasteners #12 Dens -Deck TPR Nail -Tite Type 'R' Asphalt Asphalt Primer Polyethylene Test Product Dirnensions Specification Description 4' x 8' PA 114 PA 110 PA 114 Iso Shield various PA 110 Elastizell PA 110 FM -30, FM -45, PA 114 FM -60, FM -90 Fasteners EPS various PA 110 High Density Wood various PA 110 Fiberboard Pe I ite/Urethane various PA 110 Composite Perlite Insulation various PA 110 4 mil min. Insulation fastener for steel and wood decks. Gypsum board Aluminum fastener for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks PA 114 Galvanized steel base ply fastener for lightweight concrete decks ASTM D 312 Type III or IV Hot asphalt bitumen adhesive ASTM D 41 Asphalt Primer Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Frank Zuloaga. Plans Examine ; 4I r 6 Product Control No.: 95 0720.01 Manufacturer Construction Fasteners Inc. (with current PCA) Georgia - Pacific (with current PCA) Creative Construction Components (with current PCA) Dyplast Inc. (with current PCA) Elastizell Corp. (with current PCA) ES Products, Inc. (with current PCA) ES Products, Inc. (with current PCA) generic generic generic (with current PCA) generic (with current PCA) generic (with current PCA) generic (with current PCA) generic ontrol Division. Product Red Rosin various Roofing Nails Tin Caps Type X Gypsum various Type X Gypsum various Fibered Aluminum Roof Coating Grundy 20 F - AF Henry 520 #I2 Roofgrip ' #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Test Product Dimensions Specification Description Minimum # PA 114 12 Min. 32 ga. x l PA 121 PA 121 PA 121 PA 114 PA 114 PA 114 PA 114 PA 114 Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Fire resistant rated gypsum Fire resistant rated gypsum Aluminum roof coating Asphalt emulsion Aluminum roof coating Insulation fastener for steel or wood decks Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Frank Zuloaga. Plans Examine 7 Product Control No.: 95 0720.01 Manufacturer generic generic generic generic generic Grundy Industries (with current PCA) Grundy Industries (with current PCA) Henry Co. (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Premium Metal 3" square PA 114 3" square galvalume AZ55 ITW Buildex Plate stress plate (with current PCA) Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex Plate (with current PCA) �- _.mss—' - vrAntro P rvt i • Product Fesco Foam ISO 95+ Iso -Lite R Lexsuco Clips with Discs Perma- Fastener Karnak 97 AF Karnak 81 Flame Sheild 2000 various Asbestos Fibered Asphalt Emulsion Asphalt Emulsion (fibered) Emulsion Roof Coating (fibered) Endure Emulsion Mastic Endure Premium Aluminum Premium Long Life Test Product Dimensions specification Description Various PA 110 various PA 110 various PA 110 PA 114 PA 114 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 Composite polyisocyanurate foam and expanded perlite Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Insulation fastening assembly Insulation fastening assembly Roof coating Roof coating Aluminum Roof Coating Asphalt based emulsified roof coating. Asphalt based emulsified roof coating. Asphalt based emulsified roof coating. Roof coating Aluminum roof coating Roof coating Frank Zuloaga. Plans Examiner, 8 • Product Control No.: 95 0720.01 Manufacturer ontrol Division. Schuller International (with current PCA) International Permalite (with current PCA) International Permalite (with current PCA) International Permalite (with current PCA) International Permalite (with current PCA) Karnak (with current PCA) Karnak (with current PCA) Rooftop Parteners (with current PCA) Monsey Asphalt Products (with current PCA) Monsey Asphalt Products (with current PCA) Monsey Asphalt Products (with current PCA) Monsey Asphalt Products (with current PCA) Monsey Asphalt Products • (with current PCA) Monsey Asphalt Products (with current PCA) Product Pro -Grade Aluminum Weather -Chek Aluminum E'NRG'Y -2 ISORoc Test Product Dimensions Specification Description PA 121 PA 121 various PA 110 various PA 110 Con -Tice PA 114 Olympic Standard 3" round PA 114 Olympic Fastener PA 114 #14 Olympic 3.25" round PA 114 Polypropylene Olympic Fastener PA 114 #12 Olympic CR Base PA 114 Felt F8tener and Base Sheet Disc GlasFast Fastener PA 114 Aluminum roof coating. Aluminum roof coating Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Frank Zuloaga. Plans Examine 9 Product Control No.: 95 0720.01 Manufacturer Monsey Asphalt Products (with current PCA) Monsey Asphalt Products (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Product GlasFast/Striker HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl 2" Plate Test Product Dimensions Specification Description PA 114 Paroc Base Board various PA 110 Paroc Cap Board various PA 110 Foamglas Board various PA 110 Multi -Max various PA 110 UltraGard Gold various PA 110 UltraGard Gold II various PA 110 PA 114 PA 114 3" square PA 114 3" round PA 114 PA 114 2" round PA 114 Insulation fastener assembly and metal plate for use over concrete decks Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel and wood decks 3" square galvalume AZ55 stress plate 3" round polyethylene stress plate Insulation fastener and steel and plastic stress plate for concrete deck 2" round galvalume AZ55 membrane plate Frank Zuloaga. Plans Examiner, /0 Product Control No.: 95 0720.01 Owens- Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Pittsburgh Corning Corp. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company, Inc. (with current PCA) The Rawlplug Company, Inc. (with current PCA) tro Manufacturer Product Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Zamac® Nailin Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Tru -Fast HD Tru -Fast Ultra Tru -Fast TL Dimensions 3" round 3" round PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 3.04" round PA 114 3.23" round PA 114 PA 114 Test Specification Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No.: 95- 0720.01 Manufacturer The Rawlplug Company, Inc. (with current PCA) The Rawlplug Company, Inc. (with current PCA) The Rawlplug Company, Inc. (with current PCA) The Rawlplug Company, Inc. (with current PCA) Perimeter terminator The Rawlplug Company, Inc. (with current PCA) Insulation fastener for steel, Tru -Fast or wood (with current PCA) 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru - Fast (with current PCA) PA 114 Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks PA 114 Glass reinforced nylon Tru -Fast fastener for use in tectum or (with current PCA) gypsum decks Frank Zuloaga. , Plans Examine r`s Control Division. 11 Product Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners Insulcel Test Dimensions Specification PA 114 PA 114 PA 114 PA 110 Product Description Frank Zuloaga. Plans Examiner, 12 Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks Insulation fastener for concrete decks Cellular insulating concrete system Product Control No.: 95- 0720.01 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) W.R. Grace (with current PCA) ontrol Division. Test Agency /Identifier Construction Research Laboratory, Inc. Dynathec Engineering Corp Factory Mutual Research Corporation Underwriters Laboratories, Inc. Name Uplift Approval Test Reports PA 114 PA 114 Class 1 Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Fire Classification -- see current directory Wind Uplift Resistance Product Control No.: 95- 0720.01 Rem #4766 4444.05.95 -1 4440.05.95 -2 J.I. # 0Q8A7.AM J.I. # IXIA5.AM J.I. # 2T0A2.AM J.I. # 0R9A6.AM R3225 R3225 -1 through 13 Frank Zuloaga. Plans Examiner,VATntro )iv /3 04.22.87 05/95 05/95 10.04.90 07.19.93 01.21.91 01.02.90 12.13.93 02.17.94 Insulation Types: Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Composite Board Material Wood Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Material Wood Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Maximum Design Pressure Maximum Fire Classification Design Pressure -55 psf -52 psf -232 psf (See System Limitation for details) -52 psf (See System Limitations for details) -45 psf -52 psf Classification Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Product Control No.: 95 0720.01 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Frank Zuloaga. Plans Examiner, 14 uct Control Division. Deck Type 1: Wood, Non - insulated Deck Description: 19 / 72 " or greater plywood or wood plank decks System Type E -1: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: PIy Sheet: Base -N -Ply®, Vapor Chan or Glass- BaseTM base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of Tam -Glass Premium® or Tam -PIy IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: 1 1 -1' /2 gallons fibered aluminum coating per square, 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation # 2. Maximum Slope: 3 ":12 "; See General Limitation # 3. Specification No.: 512, 514, 516, 612, 614, 616 Frank Zuloaga. Plans Examiner, 27 Product Control No.: 95- 0720.01 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs.sq. respectively. ntro Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank cks System T : e E -2: 30/90 Tile Underlayment, Base Shee mechanically attached. All General an System Limitations apply. Base Sheet: Ply Sheet: Cap Sheet: Maximum Fire Classification: Specification No.: Tamko No. 30 UL, Type 43 aced Base, Base -N -Ply®, Glass- BaseTM, Nail Fast Versa Base applied with minimum side lap of 2" and a minimum end lap of 6''. Base sheet shall be app ed at a right angle (90 ° ) to the slope of the deck with approved annular ring sh ik nails and tin caps at a fastener spacing of 6" o.c. at the 2" 'de lap, and two 1 " o.c. staggered rows along the center of the sheet. (optional) e or mo e plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a f - mo r ping of approved asphalt applied within the EVT range and at a rate of 20 -40 lb /. q.. Tamko ASTM S ate _ face or Tamko ASTM Tile Underlayment: applied with a minimum side ap of 2' nd a minimum end lap of 6 ". Cap sheet may be applied at a right angl. (90 ° ) to the ope of the deck* solidly adhered in a full mopping of approved asp alt applied with', the EVT range and at a rate of 20 -40 lbs. /sq. Cap sheet shall 'e back nailed using •proved annular ring shank nails at a minimum 12" o.c. at e side laps and 6" o.c a , he end laps: no nails shall be exposed. * Cap S eet may also be installed parall to the slope of the roof (i.e. strapping). Maximum Design Pressure: Mu comply with Dade County Protocol PA 115. ust comply with Tile System Fire Classification Maximum Slope: Must Comply with Dade County Protocols PA 118, PA 119, PA Frank Zuloaga. Plans Examiner, 28 Product Control No.: 95 0720.01 ontrol Division. Product Control No.: 95- 0720.01 Wood Deck System Limitations: 1. A red rosin sheet may be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option.. 2. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code . 3. Non - combustible systems approved by Underwriters Laboratories may be installed on combustible decks while maintaining the same fire rating over a minimum i/2" Type X Gypsum board mechanically fastened to the deck. Frank Zuloaga. Plans Examiner, ."' !Control Division. 29 General Limitations: Product Control No.: 95- 0720.01 Note: All General Limitations shall apply to the systems approved in this document. 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and Tamko specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Notes: Type 43 coated base sheet shall not be spot mopped. The maximum design pressure restrictions on spot attached systems, shall be - 45psf. 5. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. In re- roofing applications, moisture content in an existing Built -Up roof must be in compliance with Section 3401.10(m)(n) of the South Florida Building Code. 7. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 8. . If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117. 10. All perimeter, and nailer metal profile design shall conform with Dade County Protocol PA 111 of the South Florida Building C Frank Zuloaga. Plans Examin 99 :• — ontro • • Product Control No.: 95 0720.01 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 12. Tamko roll good materials shall be stored on end and on a clean, flat and dry surface. 13. Consult Current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 14. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 15. Insulation may be installed in multiple layers. First layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in hot asphalt or adhesive. 16. The submission of system specifications and details shall accompany the Section II Building Permit Application. This information is available in the publications listed in the "System Description" on page 2 of the Product Control Approval. The submission of these documents, as well as the proper application, installation of all materials shall be the sole responsibility of the contractor. • 17. All standard panel sizes are acceptable for mechanical attachment. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in hot asphalt. 18. Fastener spacing for mechanical attachment of insulation is based on a minimum withdrawal resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulation attachment shall not be acceptable. Frank Zuloaga. Plans Examiner, 100 uct Control Division. Tamko Roofing Products 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Product Control No.: 95- 0720.01 ACCEPTANCE NO.: 95- 0720.01 APPROVED : January 25. 1996 EXPIRES August 15, 1997 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. 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. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, through 101. END OF THIS ACCEPTANCE Frank Zuloaga. Plans Examiner, •101 tit Control Division. TAflTtO ROOFING PRODUCTS TM Material Requirements TAM -CAP TAMKQ TYPE 43 Coated Base Sheet or BASE -N -PLY° Base Sheet 1 ply TAMKO TAM -PLY IVY Fiberglass Ply Sheet TAMKO TAM -CAIN Fiberglass Mineral Surfaced Cap Sheet 1 ply Interply Asphalt (Per 100 sq. ft.) 2 plies Approx. 69 lbs. Clinch -type nails (Per 100 sq. ft.) Approx. 100 Nails Slope: Positive drainage up to 1 -1/2 in. per linear ft. For slopes above 1 in. per linear rt., fastening of the roofing felts is required. ' Deck: The deck should conform to TAMKO general requirements. Asphalt: The asphalt should be certified by the manufac- turer to meet ASTM D -312, Type 11 for slopes up to 1/2 in. and Type 111 for slopes up to 1 -1/2 in. TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Starting at the low point of the roof, install I ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, side lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along 2 lines located 12 in. from each edge of the base sheet. *Except in FL, TX, NM, AZ, CA JP25431F 1/94 MAR— 8 -96 FRI 10:27 P . d /..j SPECIFICATION SUBMITTAL TAM -PLY Iv NAILABLE DECKS (WOOD) TAMKO BASE SHEET— NAILED 0/000 bECK Fiberglass Ply Sheets: Over the base ply, install 2 plies of TAM -PLY IV Fiberglass Ply Sheet in specification asphalt. Start with an 18 in. wide sheet followed by full 36 in. widths, shingle fashion, lapping each ply 19 in. over the preceding ply so that at least 2 plies cover the base ply at any point. Approximately 23 lbs. ( +15 %) of specification asphalt per 100 sq. ft. should be used to embed each ply. TAM -CAP Mineral Surfaced Cap Sheet: Starting at the low point of the roof, apply 1 ply of TAM -CAP, side lapping each sheet 2 in. and end lapping 6 in. over the preceding sheets, staggering the end laps. Fully mop each sheet with specification asphalt at the rate of 23 lbs. ( ±15 %) per 100 sq. ft. On slopes of 1 in. per foot or greater, nail adjacent to top edge on 12 in. centers. Nail the laps on 3 in. centers and mop the full width with specification asphalt. NOTE: Before application of TAM -CAP, cut it into 12 ft. to 18 ft. lengths and allow it to flatten and relax. Flashing: The Clashing material must be a TAMKO polyester reinforced modified asphalt flashing material. U.L. Class A Requirements: Combustible deck: minimum 1/2" plywood, tongue -and- groove decks, etc.; maximum slope 1/4 ". Insulation: none. Surfacing: none required. Contact TAMKO for further information on other U.I. systems. Forcomplete information on TAMKO's recommendations and requirements, consult the current TAMKO Commercial Roofing Specifications & Dctsils manual. TAMKO Roofing Products, fnc., P. O. Box 1404, Joplin, MO 64802 • 1- 800 -641 -4691 TAMK4",TAMKO Glass - Base°,' ram -Glass Premium'". Tam -Ply IV'", and Baru- N- P150 are registered trademarks ofTAMKO Roofing l roduct%Inc. .,1 ••• ••• •••••••••■••••••••••••••••■•••••• Aluu llul{liO3 U01tdfUJ Awn 1OA►:+i) 'v W'0'.' pool Aluo 13u1WA0 uulSlnu{j puM011b uppLlnso! ON 4)0 Oul;r:uJ uolslnw•J 410 IMA1110 V MO POW 109r1,0009•1 • Z0911 OW'uiGOCI•Orl =El '0 '"Dui wrJnuoa Uulla+ti OXwyJ. L t1 LOb GUt; .. SC`i f.Q4 ZUl• L OP 100 " ADS' 40:• cuff blb 'J tiJ9 !i:Iti V :9 COW 1U9 v 1i f AS 10a • . • w -... —. e—... �._ ..r • ..s — . — •■•.r..•••■••••. rr dhowersomM11111•••••Tm•••• sawit1 ;L gin) ..ulluo4ll °wood :1:■Ijl.UICi1JU:) nue'u1.1WI1+tN1 .1 u6I tit:41� IilI:') :: Q♦1N ;01 csauNp141 A:Y Au6 "1VNOl1a0 . rearm _.._•._.,..._._....r.._.... _.•� 1 v111 wd411lI'4U0010 '? wM&•-) ' 1 14140004 1uWllu tig OM. 011 s iri4 aalnllaa #1,004 'l0 t;;.eua'r •■■)G 'uol +uu:cuoa Awe''7VN011,dO s60181cInhIu3 ss131c16g11 00044 :uu1luulgwoo n '1i{ 8seu>f 1141 WIIWIXIIW 2 1 01 ust a�c1G 1.InI,uJ s.:,�1p.►.{t "! Ypg•d :1U tiuJUll'.014i A11u •1•0110..0;u1a:1 ^I A' .941 .1 i•UIJ WI 1.0191 wo:l ,w et,tilio vi. PAW 645 W $lulor' :aAisPoom • 1r1f11e(1 urnullul .iJ i U A4 IwiNi1 :01 '.Sd i :„6'1'40141 AUV .1 2 091 ti•til• Julnpn, s:dlWugll o>f{1ed :10 bI00)A141 Awe 'u Mow "IVN0U. 0 b's1014 NO 11 1.1I3i d5 NOI1V "Ir16H � �� Lup1y • 144.1+P0A■ W1010 0 1`d 0 1' 1 4D: 1 1; 411 a .Ir4 O >iWVI 11 :i.1.QN • s; ) Q on4.L; Putt trllli :01 'pcx;w r1 P' M imak imi. '"�.4:4 "..It rll►t9NkarOr+K1• irbiti119 igodb IIrmMM11i1tsimostitim ar omea • tt 1 4 rt r 484 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued "Aweplen 170" is a suitable alternate for "Aweplen" in any of the following roofing systems w I,t Ing "Aweplen". 1 in. minimum tongue and groove board is a suitable alternate for 1/2 in. plywood decks with M : Joints blocked. Versa Base FR Is a suitable alternate for the first base sheet in any of the following roofing as I'', tams. Verse Beet Is a suitable elternete base sheet for use In any Roofing System limited to use ow hon•combustible deck. "Aweplen VereeSmooth" Is a suitable elternete for "Aweplen Smooth" In any of the "Aweplee systems listed below. Polystyrene or phenolie insulation can be used In any of the following Insulated noncombustibet li systems when covered with a minimum thickness of 1/2 In. perllte or wood fiber board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tem.PIY IV" ply sheet can replace "Tem•Glass" in the following Cinema* B ee B roofing systems " Vapor Chen" venting base sheet can replace "Glass-Base" base sheet In the following Class A. br C roofing systems when limited to noncombustible decks. "Bese- N•Ply" is a sulteble elternete to Glass Base In any of the following systems. The following non-combustible systems may be Installed over e minimum 1/2 Type X gypsue board mechanically fastened to a Combustible deck for the rating to be maintained. Unless otherwise Indicated, these constructions may utilize any thickness of partite, glass fiber polyurethane, Isocyenurete, combination Isocyenurete /perllte or polyurethane /perllte insulation h& mopped or nailed. Wood fiber Insulation is a spitsbl CleesA) e saute on noncombustible decks only. S. Deck: NC Incline: 3 Bese Sheet (Optional): 1 or more layers of Vent -Ply, hot mopped In place. Pty Sheets: 3 layers Type 15 perforated asphalt organic -felt ( "Tri -Six ") or 4 layers convention el Type 15 perforated asphalt organic -fett, hot mopped at 25 lb /sq /layer. Surfacing: Gravel. crushed stone or slag. 2. Deck: C -15/32 Incline: 1 Bess Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: 3 layers Type 15 perforated asphalt organic -felt, hot mopped. Surfacing: Gravel, crushed stone or slag. 3. Deck: C -16/32 Incline: 3 Base Sheet: Type G2 "Glees Base", - Tam PIy IV", "Vapor Chen", "43 Ib Base Sheet" or "Toe Glass Premium" hot mopped or nailed. Ply Sheets: Min 2 layers Type G1 "Tam -Glass Premium ", hot mopped. Surfacing: Grovel In a flood coat of hot roofing asphalt et 60 Ih /sq. 4. Deck: NC Incline: 3 Bese Sheet: Type 61 "Tam -Glass Premium" ply sheet or Type G2 "Vent -Ply" base sheet, ha mopped or nailed. Ply Sheets: Minimum 2 layers Type G1 "Tem -Glass Premium ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 Ib /sq. 5. Deck: C -15/32 Incline: 3 Ineuletion: 1 In. minimum glees fiber or partite, nailed or sprinkle mopped. Bese Sheet (Optional): Type G2 base sheet, "43 Ib. Base Sheet ", "Glass Base" or 'Vent -Ply' or Type G1 ply sheet, "Tem -Glass Premium ", hot mopped or nailed. Ply Sheets: 3 layers type G1 "Tam -Glass Premium" or Tem PIy IV. hot mopped. Surfacing: Gravel In a flood coat of hot roofing asphalt at 60 lb /sq. Deck: NC Incline: 1.1/2 Bese Sheet: Type G2 "Glass Base ", "Tem -Glass Premium" or 'Tarn Ply IV", hot mopped. Ply Sheets: 2 or more layers Type G1 'Tem -Giese Premium" or "Tem Ply IV ", hot mopped. Surfacing: Type G3 "Tem•Ctp ", hot mopped. Deck: NC Moline: 2 Insulation (Optional): 1.5/18 - 3.1/4 In. max. In. glass fiber perlite or woodflber, IsocyenureM sprinkle mopped. Bese Sheet (Optional); 1 or more Type G2 'Vent Ply ", "Vapor Chen ", "Tam-Glass Premium". Tam PIy IV" or "Giese Base" hot mopped. Ply Sheets: 1 layer "Aweplen" smooth surface (modified bitumen), hot mopped, or "Aweplen' granule surface (modified bitumen), heel fused. Surfacing: Type G3 'Tem- Cep ", hot mopped. 8. Deck: C -15/32 Incline: 1/4 Bese Sheet: Type 15 "43 Ih Base Sheet ", 'Tam -Glees Premium ", Tem PIy IV" or "Glees Base" nelled Ply Sheets: 2 or more layers Type G I 'Tem -Glass Premium ", hot mopped. Surfacing: T pe G3 'Tam -Cep ", hot mopped. 9. fnetlne: Elea heat: One or more layers of Type G2 "Glees 9 gap ' , - ' V Sise Base" or "Vapor Chen ", hot mopped or mechanically fastened In place. Ply Sheet: One or more layers of Type G2 'Tem -P ' or 'Tem -Glees Premium", hot mopped in place `Cep Sheet: Type G3 Tem ", hot mopped In place. 10. Deck: C -15/32 Incline: 2 Bese Sheet: One or more *ere of Type 16 " #43 Bese Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: Two or more plies of Type G2 "Tem•Pty IV" or 'Tem - Gless Premium ", hot mopped In place. Cep Sheet: Type 03 'Tem -Cep ", hot mopped In place. 11, Deck: C -16/32 Incline: 2 Base Sheet: One or more layers of Type 02 "Gloss Bese ", "Verse Bese" or "Vapor Chen ", ha ' mopped or mechanically fastened In place or grovel, 60 Ibs /eq In. hot roofing asphalt. 'Membrane: One layer of "Aweplen Smooth" (modified bitumen), hot mopped in place. Cep Sheet: Type G3 'Tern -Cep ", hot mopped In place. 12. Deck: NC Incline•. 3 Base Sheet: One or more plies of "Tem -Ply IV ", hot mopped or mechanically fastened. LOOK FOR MARK ON PRODUCT ROOF COVERING N ROOFING SYSTEMS Ply Sheets: One or mord plies' of 'Tem -PIy IV Surfacing: Grovel, crushed stone or crushed • Clos' ' Deck: C•16/32 Base Sheet: Ono or more plies of Type G2 "Vapor Chan ", hot mopped or mechanically h Cep Sheet: Type G3 "Tam•Cep ", hot mopped I Deck: C.15/32 Bese Sheet: One or more plies of Type G2 "' or Type G2 "Vapor Chen", hot mopped or mr Ply Sheet: One or more plies of Typo 02 Base ", hot mopped In place. Cep Sheet: TyprP.G3 'Tem - Cep", hot mopped Deck: C -15/32 Base Sheet One or more plies of Type G2 "r Type G2 "Vapor Chan ", hot mopped or mach Cep Sheet: Type G3 'Tam- Cep ", hot moppsr" Clew r Deck: C -15/92 Insulation: 1 - 1.15/16 In. glass Abe), pedit• PIy Sheet: 3 levers Type 01 'Tam -Glees Prer Surfacing: Glaze coat hot roofing asphalt. 1 Deck: C -15/32 Base Sheet: Type G2 "Giese Base ", 'Tem -r nailed or spot mopped. Ply Sheet: 3 sayers Type G1 'Tem - GteAS Pre Surfacing: Glaze coat hot roofing asphalt. 1 Deck: C -15/32 Base Sheet: One or more plies of Typo G2 por Chan ", hot mopped or mechanically fast Ply Sheet One or more plies of Type 02 men), hot mopped in piece. Cep Sheet Type G3 'Tam - Cep ", hot mopperr COMBINATION NOT Unless Otherwise Indicated, the construction" e vurethene, Isocyenurete, combination Isocyenui ...roped or nailed. Wood fiber Insdletlon be a suite Claa r Deleted. 1 Deck: NC Ply Sheets: 3 or more layers Type 01 'Tam Surfacing: Cold coating, Grundy's "Flbered r 1 Deck: C -15/32 Insulation: 1 In. minimum glass fiber, peril'. nation Isocyenurete /perllte nailed or eprinklr Bese Sheet (Potions!): Type G2 "Giese -Beer mopped. Ply Sheets: 3 levers Type GI 'Tem -Olean Pr Surfacing: Cold coating Pure Asphett's "Fib II Deck: C -18/32 Insulation (Optlenelh Glass fiber, perllto, 2 i Bese Sheet: Type G2 "Glees Base ", "43 11 mopped. • Ply Sheets: 3 layers Type 01 'Tem -Glass Pr Surfacing: Cold coating Pure Asphalt's "Fib,- 1 Deck: C-15/32 Insulation: Glass fiber, wood fiber or perlitr Bese Sheet: Type 16 "43 Ib Bese Sheet" or Ply Sheet: 3 layers Type G1 'Tam - Glees Pro Surfacing: Cold coating, Pure Asphalt's "Fit. Cla 1 beck: C -15/32 Bese Sheet One or more piles of Typo 1 fastened In place. Ply Sheet: Two or more plies of Type G2 In place. Surfacing: Grundy's "Flbered Aluminum no 1 Deck:C -15/32 Base Sheet One or more plies of Type CO mopped or mechanically fastened In place. Membrane: One layer of "Aweplen Smog' (modified bitumen). hot mopped In piece. Surfacing: Grundy's "Flbered Aluminum Fen Deck: C-15/32 Cep Sheet: Type G3 'Tem - Cep' (Inverted). • Membrane: One layer of "Aweplen ", "Awe' mopped In place, Surfacing: Grundy's "Flbered Aluminum C'• • Deck: C.15/32 Insulation: 1 In. minimum glass fiber, porn' ' I nation Isocyenurete /perllte nailed or sprint Ply Sheets: 3 or more layers Type 01 "TRH Surfacing: Cold coating, Pure Aephelt'e "f ,OOK FOR MA BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Lot ❑ PERMIT N° 6141 MIAMI SHORES VILLAGE, FLORIDA DATE B1 Address of Building Contractor's 195 License No. Work to be performed under this Permit Subdi- vision Value of 11 Amount of / Project $ ! 11 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 bo 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 knowl ge 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 cat he assumes responsibility for work 'one by his agents, servants or employees. "r Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. "y C ft •: , CO 'TRACTOR OR BUILDER • BY- BY AUTHORITY M APPLEC S TEEN F ES VOLLAGE T. BUILDING INSPECTION DEPART P2 =LW_ 1,) ENE ET 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 ordinance:, 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 prkagress of the work. %an 9 19-2 Stree1-- Owners Name and Address Registered Architect and/or Engineer A Name and address of licensed contractor 333.6../.1.2, .2.122e,i Location and legal description of lot to be built on: Lot Block Subdivision 7 • Street and Number where work is to be done State work to be done and purpose of building (by floors) 77 49. 0 ' CSRSA2 2 e z and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of. Kind cf foundation Roof Covering C e. Estimated Total cost of improvements $ ,f29.0.f.9 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next ne.irest 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 lorida, Permanent Siq»lement, and has complied with the provisions thereof, and will require similar compliance from all contractors or b-contractors ernployed by him in the work to be performed under this permit; and will post 07 cause to be posted for inspection on the it eof •e work such public notice or notices as are required hy the Act. The undersigned agrees to employ only such subdo acto fo rs, pea° d_tander this pennit, 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 --- 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._ Date C> / Disapproved - Date (Signed) Chairman NIeraber Member Building Inspectr/.,: to me well known, Rh Sworn tan4 Subscribed fore ane. Notary Public, State ofFlorid bi y Ccrnr.drion Expires royav PLIZtte PAYC671: M ' missiom ExPlins JUNO 14, 1978 i GEtli:3AL F.N5URAN:. .A,',,r:1,r,';'; ANNINC BOARD ...................... ...... Member _ ............ _______ Member ....... -...._. Member Council Approved Date DisoppLlsvc& Date NOTE: A charge of $1.00 will be made for malting carreczions o',. change:3 ac This ogs?,-Oicatien after approval has hven obtained from the Planning Board. A re fee of 21.00 will he charged when such ro-in*ccticn 1 .1 IF.L.:10 secs:.ry by impresser n.s'gcQ for inzwectinn or faulty materials and/or workireanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement ur the plans and specifications herewith submitted for the build in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mrarn( 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 .....�1X.,.......1`�XS.r..��?i ... �....r To be constructed of Kind of foundation Estimated Total cost of improvements $ $ 650.00 and has complied %%ith the provisions thereof, and will require similar compliance fr in the work to be performed under this permit; and will post or cause to be poste or notices as are required by the Act. The undersigned agrees to employ only su pcnnit, as are licensed by Miami Shores Village. Remarks Chair ;ran \fcrrber M em b e r w.._._......_..._._ ...._....... Council Approved Date (Sign STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths an pealed PLANNING BOARD DATE Date..._... 8/19/87 ,19.— No,l 2 6 N. E . _, 9 Registered Architect and /or Engineer t..., «.••• ..tt....«,..,, ,.,.,, Name and address of licensed contractor American Roofing Services, Inc. 2477 N.W. 68th Street — Miami Location and legal dcscr ion of lot to be built n: Q An / / q ( `�`9 Lot. /1 � � f 4 .A./ / Block ,° 7 Subdivision ,JY J Le/ ) /3AA . / ! `3°2,a . .11 cz. r v Street and Number where work is to be done..._ 126 N.E. 97th Street _ ...... _ _ _ State work to be done and purpose of building (by floors)... Florida T ‘I: , --... c: `__) 2�-V (.iddl.1.tc)alt - -cam- .e11-x- ±f.N . .. and for no other purpo • New Building Remodeling Addition XX Repairs No. of Stories "`4 / F : . I -e„ vexing Amount of Permit 3,... 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 of labor under the Florida Workmen's Compensation Act, being Section 50G6, Compiled General Laws of Flori • II contractors or s spection on the Ai ctors, /// 73 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 gareful+y read the foregoing application, and that he did sign the same, and that all facts therein by him stated e �� Permit No.. � � -. �� _.... . Date 1 t ` . Read, Sworn to and Subscribed before me. Disapproved Date. (Signed) Notary Public. State of Florida Building Inspector My Commission Expires obligations as an employer Penn4nrnt Supplement, actors employed by him c work such uhlic notice be perform under this take acknowledgments, personally ap- ....to me well known, Mcmbcr hi ember Member Disapproved Date SUIT: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Pi tnnir.g Board. A re•rn.pt•ctiun fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anal /or workmanship. 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. . t Own=r's Name and Addres Registered Architect and /or Engineer... _ Name and address of licensed contractor. Location and legal description of lot to be built on: Lot._ STATE OF FLORIDA, 0 COUNTY OF DADE. ss Chairman _ Member Member . Council Approved Block MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT ( Signe Date w No. 2. 6.. _ -- Streeter _ Subdivision Street and Number where work is to be done /r ' -" State work to � done and purpose of building (by floors) - r and for no other purpose. New Building Remodeling .- Addition Repairs No. o Stories To be constructed of Kind of foundation.._. Roof Covering.: _ . n C, FSre Q Estimated Total cost of improvements $_./ 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 foi said building. All notices with reference to the building and its construction may be sent to.._._ 1/3 -`'c ,0 The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Sec :ion 5966, Compiled General Laws of Florida, Pennanent 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 s subcontractors, ., work to be p ._ ormed under this permit, as are licensed by Miami Shores Village. Remarks -- 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 tied are true. Permit No. . .......... _ Date_.._. -� _ .—j / Read, Sworn to and Subscribed before me. Disapproved - -- - - - - -- Date_ 67._ I Notary Public, State of Florida (Signed) �° L Building Inspecto My Commission Expires._ PLANNING BOARD__ __ . DATE Member Member Member . _._.._ .__.. ....... - ..... _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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. GEOTECHNICAL ENVIROPPP' NTAL H,YoROibLOGY ASBESTOS Miami, May 23, 1996 Ms. Ruth Ogen DYNATECH ENGINEERING CORP. UNIQUE ROOFING & REPAIRS, INC. 18344 N.E. 2nd Avenue Miami, FL 33179 Re : Permit No.: 39384 Douglas McLaughen Residence 126 N.E. 97th Street Miami Shores, FL Dear Ms. Ogen : In accordance with your authorization, DYNATECH ENGINEERING CORP. , has performed and uplift test in compliance with protocol PA -106 and the South Florida Building Code on May 22, 1996 at the above referenced project. Dynatech Engineering Corp., is a Certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one story residence at the above referenced project. The subject roof consisted of a Double Roll roof tiles mortar set. On May 22, 1996 our field engineer visited the site and conducted Seventy Eight uplift tests on the roof tiles. All tests were performed according to the South Florida Building Code Section 3404.3 and protocol PA 106 -95. The following is a summary of results : - Field Test Results are : TEST NO. / f aMMIRI UMM IL r � `\ IIIIL4 !�!11\ TEST LOCATION 1F See Attached Diagram 2F See Attached Diagram 3F See Attached Diagram 4F See Attached Diagram FIELD UPLIFT PULL TEST Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 0 Phone (305) 828 -7499 0 Fax (305) 828 -9598 Page No. 2 126 N.E. 97th Street 5F See Attached Diagram 6F See Attached Diagram 7F See Attached Diagram 8F See Attached Diagram 9F See Attached Diagram 1OF See Attached Diagram 11F See Attached Diagram 12F See Attached Diagram 13F See Attached Diagram 14F See Attached Diagram 15F See Attached Diagram 16F See Attached Diagram 17F See Attached Diagram 18F See Attached Diagram 19F See Attached Diagram 20F See Attached Diagram 21F See Attached Diagram 22F See Attached Diagram 23F See Attached Diagram 24F See Attached Diagram 25F See Attached Diagram 26F See Attached Diagram 27F See Attached Diagram 28F See Attached Diagram 29F See Attached Diagram 30F See Attached Diagram 31F See Attached Diagram 32F See Attached Diagram 33F See Attached Diagram 34F See Attached Diagram 35F See Attached Diagram 36F See Attached Diagram 37F See Attached Diagram 38F See Attached Diagram 39F See Attached Diagram 40F See Attached Diagram 41F See Attached Diagram 42F See Attached Diagram 43F See Attached Diagram 44F See Attached Diagram 45F See Attached Diagram 46F See Attached Diagram 47F See Attached Diagram 48F See Attached Diagram 49P See Attached Diagram 50P See Attached Diagram 51P See Attached Diagram 52P See Attached Diagram 53P See Attached Diagram Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBSP Page No. 3 126 N.E. 97th Street 54P 55P 56P 57P 58P 59P 60P 61P 62P 63P 64C 65C 66C 67C 68C 69C 70C 71C 72C 73C 74C 75C 76C 77C 78C See See See See See See See See See See See See See See See See See See See See See See See See See Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Attached Diagram Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Greater Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than Than 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS LBS Test results were found in compliance with the South Florida Building Code and Protocol PA- 106 -95. Pursuant to section 7.3.2. of PA 106 -95 a copy of this report shall be forwarded to the building official for his final roof top inspection. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof top inspection must be conducted by the building official for approval. 9 Page No. 4 126 N.E. 97th Street The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continously changing due to exposure to the elements. It has been a pleasure working with you and look forward to do so in the near future. Sincerely. yoiu!0, WN /sd cg Wissam DYNATECH ENGINEERING CORP. Engineer Reg. No. 39584 SpeciaI•Inspedtor No. 757 a it. w 0.0 34. 37 3 •Or .41 NE ree.Gr s. Dynatech Engineering Corp. Client: t4Mtk1C, 12eltso. t cl...\14s a mac. Project: 2- (2 ' S c " 14104-ccu 61.4 tales 4 Scale: N.T.S.v Date: 5 . 2.2 • GI C.,