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705 NE 95 St (5)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N? 14848 N CONTRACTOR OR BUILDER DATE ' 195 Work to be performed under this Permit Architect Contractor or Builder Legal Lot II Bl. Description Address of Building j' Subdi- vision Value of Project $ Contractor's License No. Amt. of Permit $ BY AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY r ; INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. STATE OF FLORIDA. COUNTY OF DADE. s:. Disapproved .. Date..r (Signed) ..._..._._ ..�__ »' .V V. \S A, _ ».. Building Inspector Glair ;man .Member ....... ».... »...._. ».._. __ ._.. ». Member Council Approved _ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby shade for the approval of the detailed statement us me plans and specifications herewith submitted for the build inc 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 dttilding Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. • Date At igvs+ /8 . 19 . Owners Name and Address M t. hurt A r K i to r , _ ,.... ::.» N 70S , StreetAL• L. rr ` 5 + , ,�...» ._. Registered Architect and /or Engineer..... .... ._.._ Name and address of licensed contrgtor1.stpikal 16 F +. Location and legal description of lot to be built on: Lot_ /o 'I` Ii _....._.. Block..__... . _._ Subdivision _tag"; SAof,es sec • 3 /1 ,f.6 i y ... aLL Street and Number where work is to be done..2OS N . C. 9 - - Sf State work to be done and purpose of building (by floors).Sin&4. �a^�����m.E.• T•le— Presst ►re c_1� yp�o�ir_ ales and 31-2 ar where. . r e . agrceiat..ry z i d C.pp tni�i r i�� F)acf nei4CSU ty..t 41,4244 t, i1.4.pr.1P�et,a d eypl P A Jr )tv+inlfoi rP CLcigf fbr no oiher purpose. New Building. _ _ Remodeling..,... _ .._.. Addition . .. _ Aepairi �/ _....�. No. of To be constructed of ._ ............._....... Kind of foundation........---- .. . _ ...._.__. Roof Covering. ]ka..Gs.>?.CS.9QG,. ee.1_ t ' . Estimated Total cost of improvements $4.60.Q. Amount of Permit $, f't e %�� a 3 Zone cubage required Plan Cubage Distance .to next nearest buil ding....._..... 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.. .._. »....__...._. » . » . »...»...._._. Me undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5066, Compiled General Laws • Flori•a. Permanent Su lenient, anti has complied w ith the provisions thereof. and will require similar compliance from all co ractors o su in the work to be performed under this permit; and will post or cause to be posted for insp loft • th si or notices as are required by the Act. The undersigned agrees to employ only such subco -• actor on permit. as are licensed by Miami Shores Village. Remarks (Signed) Before me. the undersigned authority. a notary public, drly 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 appl' therein- by him stated are true .. Permit No.. Date.... � Rea , Swo to Subscribed My PLANNING BOARD..._._.»_. .�. — ___Date ntractors employed by him of the work such public notice k to be performed under this to me welt own 04 /rQ ( ..._ ._. and that he did sign the same, and that all facts me. Notary Public, State o bride Commission Expires Notary Public, State of Huh My Commission Expires Dec. "28, — DATE Bonded Thru Troy Fain . Insu,ante 47rr Member Member Member Disapproved .._.._._..___..... Date NOTE: A charge of $l.00 will be made for making corrections or changes to this application after apprn al has horn nbtained (elan the Plannir.:. Board. A rc.impectiun fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anu /or workmanship. Application is hereby utnde for the approval of the detailed statement to the plans and specifications herewith submitted for the build • inc 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 ill 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 niust be kept at building during progress of the work. j� Date ! , 19..(L6 f Owner's Name. and Address /1 t � a v if Street dk Y •�• `r 7 APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect and /or Engineer..... •.. -• - -_. _ • -••••.•ne•- ••ww•••. ..wnt.w.•-- +mm••ww!et�. Name and address of licensed contractor V Pic d L L.. - Co A 1 37V6 a/ 4' / _)r c :_,Az/ IVS// Location and legal description of lot to be uilt on: // ,7.e6 14 c I a-0 :3 Lot.. 1 b .4- 1 I . Block.__! _:_._ Subdivision /4.4.- L -s M ✓e c-..9 if G 3 Sleet and Number where work is to be done .._ s ^'c 9 • State work to be done and purpose of building (by floors). /(' ° Vg G cf /IVF� • _.J . j. .._ and for no other purpose. New Building. -_... Remodeling... ............... »» Addition..._•.•... Repairs••_ -•.... No. of Stories To be constructed of Kind of foundation....... — Roof Covering Estimated Total cost of improvements S•. -_J _. !0 C 0 p --Amount of Permit v 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.. ' .b.. L � L L j M. � . : • T^.e un.iersigr,cd applicant for this building pennit does hereby crrtify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5)66, Compiled General Laws of Florida. Permanent Sup tleent. anti has complied Stith the provisions thereof. and will require similar compliance from all con tors or • • contractors employe d ni by him in the work to be performed under this permit; and will post or cause to be posted for insp • ion • the to of the work such public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such subcon• actors,' • • • k be rformed under this pennit, as are licensed by Miami Shores Village. Remarks._._. -.• (Signed) //a77 STATE OF FLORIDA, 1 COUNTY OF DADE. f ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared ._ » __ F1 »�11.L.�.fl Ct1�l�xy »tG. 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 appl• anon, a that he did sign the same, and that all facts therein by him stated axe true.. 0� f Permit No.- %2 � _ -___4 Date.. _Ll Rea Sworn to and Subscribed before Disapproved __• »._ .. Date. Notary Public, State of F on • a (Signed) - �... •,•�• Building Inspector My Commiuion Expires.••._, Notary Public, State of Florida PLANNING BOARD...---- .............. _._DATE My Cnmrtisst n Cxpaes Dec. 28, 130 Chair:nan — _•__.- ..__•_ » __ ..._.. _ __...__.. _. _ . Member ..•. »_. B� _i »..._ ......_..._ Member.............»........_.._..._. . »_.........._....._._..__..__• .M. Member » »_._... - ___ »._..._. — .._._.._..._ .._... -- Membet Member ..._... »....... _._ _ ._.. _ __._...__. »_._... _.._ »._ Council Approved .. __ ...._._— ._Date Disapproved - .- ..._- .--- Date ("71::: 1: :: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained (rout the I'lannit•;: hoard. . A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mianii 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 Mianii Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date June 17 ,i95.3_. Owner's Name and Address earl _ -_ EL117 705. N-.E.95 Sreelto Street Registered Architect and /or Engineer Name and address of licensed contracto rZ��>�1___AQQfI Location and legal description of lot to be built o 261 N•E.73 ,Street Lot 1011 Block 68 Subdivision S @_4t 3 Street and Number where work is to be done 705 N.E.95 Street State work to be done and purpose of building (by floors) 1 -30# ,Pelt_- tin_ - .capped 1 -90# slate mopped White Cement Shingle TilA arra Ti] for no other purpose. New Building _X Remodeling Addition Repairs No. of Stories 1. To be constructed of Kind of foundation Roof Covering it 710.00 5.00 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 for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the" orl5 such blic notice or notices as are required by the Act. The undersigned agrees to employ only s bcontractors, on work .e per - ormecinder this permit, as are licensed by Miami Shores Village. 7 Remarks ( Signed) 1 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar tr e Permit No o ' Date I / P.___ Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida My 'Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from v th PI' ning Board. re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty als and /or workmanship. Date Owner's Address Signature Notary as t My Commissi / Tenant PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 7 05 NJ E cis S 1' Tax Folio Legal Description Historically Designated: Yes No ,(+ A 2K ur 705 q 5Si — Contracting Co. H cj 6 !Qoi Qualifier _V F-(7 G 1.. 41,19 state # 0060701 Municipal #3o- 09-1,51,g Architect/Engineer 1/1// #4 Address Bonding Company ' " / Address Mortgagor 1/ Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING FENCE SIGN WORK DESCRIPTION C pti hie. 12e am (,) r+ \ Al 't € ;�+(eoi pry po16D) °kw I 4'3p + #,0 ijo ��t� ✓ "-. - g ce F � ( ; . - 12,c, ( ,,,, , � Owe_ Q��Y� 2 Square Ft. Z5 0'D Estimated Cost (value) 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 al ork will be done in compliance with all applicable laws regul d zoning. Furthers ore, I authorize the above -named contrac . to do the . ork stated. ►r er rte• �6t Date ate b Master Permit # 4 7t' 3 g7 Phone y32s c—. /Q LfV /44.Lz. F— .vgat3 G Phone C 0 5 -2 - 5 3Y S Co S oc . le. '- Competency # /Z 0 9 y' Ins. Co. F( 1 60 /c. Address i/vh4- bti1/14- ?380 - � /GAZ Notary as to Con �y_�o�`, u' +M` -`' �S�l:e Date c My Commission ?oo FEES: PERMIT '1 6 RADON C.C.F. e NOTARY TOTAL DUE 3 'C APPROVED: Zoning Building ' Electrical Mechanical Plumbing Engineering ?ERMIT ;TATE OF FLORIDA: AUNTY OF DADE: CHE UNDERSIGNED hereby gives accordance with Chapter 713. L. Legal description of property and street address: ?. Description of improvement: 3. Owner(s) name and address: nterest in property: Lame and address of fee simple titleh j 1. Contractor's name and address: j Surety :(Payment bond required by owner lame and address: mount of bond $ ). Lender's name and address: Lame and address: lame and address: - ecording unless a differ ate is specified) ;ian ature of Owner worn to and subscribed be Lotary Public ly Commission Expires: NOTICE OF COMMENCEMENT TAX FOLIO # notice that improvements will be made to certain real property, and in Florida Statutes, the following information is provided in this Notice. � K1 4 -0SrJ 9sS `'" "s" ` ` le 4 /t-©-0 r� //` / 5-k& e this from • actor, /i/ /;z f any) L In addition to himself. Owner designates the following person(s) to .ienor's Notice as•provided in Section 713.13(1) (b),Flor'da ' tat ) utes. Prepared by: ;da .f LI/ y / 'r/ OF FLORIDA ;'ATE O- FLORIDA, COUNTY O= DAJF ril:nE3y CER: fFY Mao this is a brun cop •of the ort,a: »o. fil3d in this o fi:o on - 96R409633 1996 SEF' 11 10:30 W NE'S MI Id and Seal. ;14 d.t 'W, "LEEK az o6 Circuit and County Cou ts MAIL THIS DOCUMENT TO: DADE COUNTY RECORDER 44 West Flagler ST 8th FL MIAMI, FL 33130 phone # (305)372 -7777 '. Persons within the State of Florida designated by Owner upon whom notices or other )e served as provided by Section 713.13(1)(a te. Fr' a Statutes. receive a copy of the ). Expiration date of this p tice of Commencement: (the expirtior�d is 1 year from the date of documents may Job Address: /US /U. E / Contractor: APPENDIX 'E' 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: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the the system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: O New Construction • Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Sct Tile Systems Page - 1 Aclibo Process No. Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): O Nominal 1/2" Plywood (for re -roof only) O Nominal V Plywood `® Wood Plank Sly " O Other (fill in) Roof Pitch (fill in): 3 ".12" Note: Mortar or adhesive set the systems shall not be installed at a pitch greater than 71/2":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 tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / which is mechanically attached to the 'sheathing with not less than one nail per 2 IV. Circle 'ties' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control eya1 for the proposed tile system? no Have you attach a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions an terature no Is the proposed underlayment approved for use with this tile system assembl no Job Address 7 o S T s - Contractor: i 1 .b O R o o f ; I'roccss No Project Information (continued): If the proposed underlaymcnt is self - adhered, have you complied with thc venting requirements of Section 2913.3 (b). (c) and (d) of the South Florida Building Codc?� yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular • shank, corrossion rcisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm complian :e with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: Clay O Concrete 0 Other: Mortar or Adhesive: no Product Control Approval Number: eJy.. -( Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Sct Tilc Systcms Pagc - 2 O Mortar: Manufacturer: Mixing Ratio: Adhcsivc: Typc: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5":12" and is Tess 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: Q Minimum 12 ga. galvanized roofing nail: Length: O 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 applicible) shall be of sufficient length to penetrate thc sheathing a minimum of 1" or through the sheathing thickness a minimum of / „ ", whichever is Icss Underlavrnent: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 7 5 /U -E C 4S S Contractor: Undcrlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: Manufacturer: ( 14.-0 0 ASTM #15 asphalt saturated felt with: Manufacturer: DJ` Mineral Surfaced Roll Roofing with: Manufacturer: 0 Other: Type: Manufacturer: Underlayment Fasteners (if applicable): 0 Other: Type: Length: Manufacturer; O 19" overlap ❑ 6" overlap 5. Related Accessories: 4" overlap ❑ 19" overlap O 6" overlap O 4" overlap ❑ 19" overlap O 6" overlap 4" overlap Check one of the following which apply to the proposed underlayment attachment: IQ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1' /," tin ca p //• Length: / /y " Manufacturer: 4 T(-O 4t PFR5(C)O �= Mortar or Adhesive Sct Tile Systems Pagc - 3 A cL,bt Ro \ Process No. Spacing (per tile system assembly Product Control Approval): Field: 1 2- " o.c. Laps: _12_ " o.c. Edge Metal (refer to Section 3408.2 of the South Florida Building C)de): Type: (: A V`e_ Dt2 t 3 u tr Dimensions: 3<< Gauge or Thickness: Z Finish: (- P �- 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): 0 Cold Adhesive: Type: Manufacturer: Flashing Cement: Type: — C ( F Manufacturer: )4 Q rJ r . K Job Address: 2::.5 9S 57 Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with thc Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(c)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following iriformation is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in' Cs Ul1Ti 2sc.s S UEA./Tt ❑ Soffit: Type 8`X_ Size Z./ (,() in' ° ni IA1 10_6 <,2 _ / ZU-x� 2 Note: If undcrlayment is comprised ofi 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 issucd for application of the specified Tile System Assembly only. Any change to thc specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting thc permit number issucd. C _ Mortar or Adhesive Set Tile Systems Page - 4 Contractor: Ace,b (\4_ Process No. Job Address: Contractor: Ridge Venting: .!V ((/ar Theab/0 1} Deck: ' 3oo t Type: W L � 3` i. rhleb�r„ Underlayment: * L a o A S T Y " tI q i1 tJ rN3-Eir 1.59 rr t I Underlayment Fastener: s*3O — Tt •�CR� r /Y t4f L CT tt q 1J HO 1" 7,4 Pt: 2 AS pi-°t (f- 12" PILL IN APPLICM3LE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, till in with "N /A ". ) Head Lap Dimension: 3 (minimum 2' Arnie', othermee eperlyd In the Me system nu mbly Product Control MP MO Tile: (-: I TL 5j,t; Tl Poi. fi (4 I 0 Tile Fastener: / 1. 1> G- i L_V nle4 Edge Metal or ene Fastener: g — h l< 6r44u/ l t_ Bird Stop: tVtt7 (("4 r (vMPhrable) h1 t lC Edge Metal it or Guncr: 3 X 3 j, Ea cY- z� (ti I J. Existing or Proposed c.c> tVT t /uL'US ,' SotTit Venting: Co ') .R3 m I ft_s ,,?°C" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systcros Page - 5 A c Process No. AR Job Address: AJ. i� RS Contractor: Riff g,e Height: Eave Height: Roof Mean Height f feet (� I � feet L 3 feet BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Ac t5 Process No. 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: e. At I Iurricancc Occanlinc?: , Y _ N Basic Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7-88) Ground Level Job Address: x15 Contractor: AC.e/b 0 gOga_ R s ..3t ► Fi.Dr/ , 4 %tneA o,3 I - 0 b e- s l seal ' ' _ c . f I' d ? °`^' ,s 44 35 teta • - r lniS o� t3ase. srger Ftvnf' DIAGRAM v z5 -> / 3 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 PM v < cn Icv fall 6 72.3 3‘ —5.3s 17. )01 . 2- 3 —5.3S 26.02 1 3o-4\ co.(cj( + Ors o i < 8D-1- V■ Qi r2 CUSS - fr Tho-- 0 x Res 1-oevx e �- BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. Job Address: . c 5 5r My commission expires: ( Contractor: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared >� L. Pct bc. who, being first duly sworn, deposes and says that all information submitted herein is true and correct. 'sed Contractor / Owner Signature Sworn to and subscribed before me this [ 1 th day of &pFm hc: ( - 19 %. No State O ORIDA A1ON NO CC4 2 71999 ecnimissioN Ex Mortar or Adhesive Set Tile Systems Page - 8 la (.Q. 6 0 perz � Process No . A Ittisa File AIfarcria dcl - Furhin, S Barquisimeto, Venezuela PRODUCT CO"N'RSZLJJ)T1Ci OF ACCEETANEE Your application for Product Approval of AItusa Tile NailLn„II1_4rt;tr Or Adhesive Sfit Clay_ ''Altura S" Roofing Tiles under Chapter R 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 Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shal! he valid for a period of three years. The f3trilding Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. 'Fhe expense of such testing will he incurred by the Manufacturer. PRODUCT NO. : APPROVED: FEB 7 ? 1995 METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 MEMO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2.909 • • •• •• ••••• ACCEPTANCE NO.: 94-014.01 , Raul Rodriguez • • ' • Product Control (,)jyii •••• EXPIRES: F EB I 4 1997 Supervisor •• •• • ••• • • • • •• • - PLEASE NOTE - :• •••••• . . TIIIS IS THE COVERSIIEFT. SEE ADDITIONAL PAGES FOR SPECIFIC•AINII GENERAL CONDITIONS. • •• •• BUILDING CODE COMMITTEE ,. . • • • ••• • • • This application for Product Approval has been reviewed by the Metropolitan Dade County BtLildige Code •••• Compliance Department and approved by the Building Code Committee to be used in Da&!tounty•'F.I0i615 under. . 4. . • the conditions set forth above. . .. Charles Danger, Lg.. pjrector • • Building Code Compliance Department (Metropolitan Dade bounty • • .••• • • •.. • •••• • • • . ..•. • • •••• • • .•• .•• Applicant: Altnsa Tile Alfareria del Turbio, S.A. Barquisirncto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub-Category: Tile Type: Nail -on /Mortar Set /Adhesive Set Sub -Type: Clay System Description 1 Product Control No.: 94- 0914.01 Approval Date: Expiration Date: Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile i's•rnanufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" 'tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matchins trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave closures are also available. A ltusa roof tiles have been tested in compliance with the South Florida Buildino Lode requirements for clay, nail -on, mortar set or adhesive set tile applications. The mitiiiptgrt roof slope for • .'..' the "Altusa S" nail -on tiles shall he 2 ":12 ". See the "Profile Drawing" section in t4hieefprovai for the • • • • "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wine.ttrirtacteri•stics and • " " static uplift performance, therefore, any consideration for installation shall be don e'SZ'a 1•loment Based . • System'. Data for attachment calculations is noted in Tables 1 through 4 of this Aplr ovar ••• • • Almar (USA), Inc., located in Miami, Florida, is the sole approved imporror•Nnc�er contrict for •••• selling and distributing Altusa products in the South Florida jurisdiction. • . • • • • • • • • •••• . ••• Contact: ` • • Carlos .1. Fernandez • ••• • General Manager • '..••• Altusa `file, Almar (USA), Inc. • • • • . •• • • • • • 6645 Northwest 77th Avenue • • Miami, FL 33166 ••' • • • • • • • • . • (305)471 -5830 •• •••••• • • .•.• •••• • • ••• • . • •••• • • • •••• •• • Raul Rodriguez • FEB 2 2 19y5 FEB 1 4 1991 • • • • • • • • ••• •• .. • Test , Product Prriduct F)imensionS Specifications Description Altusa 'S' Clay Roof I = 18'/." ASTM C 1 167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies varying thickness ASTM C 1 167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Control No.: _91:0211,0_1____ • • • • • • •• • • • •••• • • •••• • • ••• • •4• • • • • • • • Ratil Rodriguez •••• • • ••• • • • • • •• •• • • ••• • • •• • • • • • • •• • • •• • • • •••• •••• • • • ••• •••• • • • • • • •• •• • • • •••• • • • • ••• • •••• • • •••• • • • a •••• • • • • • •• •• • • • • • • • • • • • • ••• • • • • ••• Mineral Surface Cap Sheet Lcnzingtcx -713 1.10 I Inderlavrnent Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Product Dimensions Specifications i sr.ription Manufacturer 030 Felt N/A ASTM D 226 Saturated organic felt generic type 11 to be used as a nailed anchor sheet. 1143 Coated Base N/A ASTM D 2626 Saturated and coated Sheet organic base sheet for single or double ply underlayment. N/A ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. 59" x 164' roll PA 104 ' Single ply, nail -on Lenzing 22 Ibs /roll underlayment. Performance, Inc. PCA ::94 05 Rainproof II 30" x 75' roll PA 104 Single ply, nail -on Protect -O -Wrap. Inc. 36" x 75' roll underlayment with 2" PCA 094- 0714.01 or self- adhering top 60" x 75' roll edge. Ice and Water Shield 36" x 75' roll PA 103 Self- adhering • • . • • • W.R. Grace Co. .. underlayment for use•. • PCA 992 -1 1 16.01 as a top ply in a two • • ply underlayment •••••• system with approVAd' • • • • • 030 or 043 as the lase ••• layer. • • ••.• . •••• •.. Mopping Asphalt N/A ASTM D 312 Asphalt for bondirtie.a••• gcwe iic. . •••• • • type 111 or IV mineral skrrface cau to• ••• a mech. attached base • • sheet in a double fh • . . underlayment system. • • ••• • • N/A ASTM D 4586 Cut back, asphalt ... generic • •••• based, asbestos free, • • • • • • • •• fiber reinforced, trowel grade cemetrj • . • • for repair and tlasllipg. applications. • . • Raul Rodriguez Product Control No.: ___94 -0914 01_ generic generic .. • ••. • • • • • • • • ...• ...• .•.. • • • •••• .. • • • • • • •.• •• ••• Test Product Product Dimension Specificati0115 Description. Manufacturer Asphalt Primer N/A ASTM D 4 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens File Nails Tile Screws Roof Tile Adhesive ( "Polypron A1-1160") min. 12 r,a. with '/," head rain. 32 ga. min. IV," (.d. rnax. 2" o.d. PA 114 Appendix T PA 114 Appendix E Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in undcrlayrnent attachment. Corrosion resistant circular disc for use in underlayment attachment vertical Wood Preservers Salt pressure treated min. I" x 4" Institute LP - 2 or decay resistant lumber battens horizontal miry. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 84x2W'or rain. 04 x 3" min. 118 x2 1 /2 "or min. N.1 x2" PA 114 Appendix E PA 114 Appendix E • Raul Rodriguez Product Control No.: 94- 0914.01 Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. • • • •. • yJ i • , 7 -'. • J e • i--1... ` ..••i• r . • S•• ••• • generic generic generic generic • • .. •. • • • • • ••. • • • • • • • ••• • • generic • • •••• • •.•. •. • • .• •• • • • • •••. .•• Roof Tile Mortar N/A PA 123 Prepared iliortar mix • . • permuda Roof • • ( "TileTitcr" ") designed for mortar ; .. s 'bmpar'. 1i .. set roof tile PCA g911)6I4.01 ••••• •• • applications. •.. • • • •• • • • • •... N/A See PCA Two component •. %)1 :foam Prockrts, • • •'• • • • • • polyurethane adhesive Inc..... • designed for adhesive• • • PI? #94 •1t1T!0 •.... • set roof tile • • • applications. • • • • ••• ••• ••• Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clip. min. ' /2" width min. 0.060" thick Clip Fasteners min. 8d x 1' /." niin. 26 ga. min. 16" width min. 26 «a. min. 2" lice flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 J Raul Rodriguez Product Control No.: 94-0914 01 Product Description Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. • Galvanized steel valley flashing Galvanized steel drip edge • • • • • • •• • • • •••• •• ••• • • • •• • ••• • • • • • •• •••• • • •••• • • ,d•• •••• • • ••• • Manufacturer generic generic ••• •• •• • • ••• • • '•• • • • • •• • • •• • • • •••• •••• • • • •• • • • •• •• • • • • • • •••• • • ••• • • • •••• • • •••• • • • • •••• • • • • • •••• • • • • •••• • • •••• •••••• • • • Test Agency Redland Technologies Redland Technologies '1 he Center for Applied Engineering, Inc. fire Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies 1Zedland Technologies The Center for Applied Engineering, Inc. Testwel1 Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P064 7 -01 PO402 Project No. 307025 Test IIMDC -78 Lab #AAP -2 Tech: A. Porcello 6 r Raul Rodriguez Product Control No.: 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing Dec. 1991 PA IO2(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 • (Nail -On) Physical Properties ASTM C 1167 • • • • • •• • Wind Tunnel Testing' 1994 PA 108 (Mort<r Set) Withdrawal Resistance. Sept. 199; Testing of screw vs. sr .c:.th • • • • . shank nails •• •• Wind Driven Rain •••. Oct. 1994 PA 100 • • • •• • •• Oct. 1/a • • ..• • • • • • •• •• • • •••• • • �1 • • ••• • Date Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 ••• • •• • • • • ••• • • • •• • •• •• • • • • • • •••• • • • • ••• • • •.•• • • •••• • • .••• • • • • • •••• • • • • ...• • • •••• • • .•• ..• Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction ' ° / or greater plywood or wood plank. SYSTEM A: Counter - Batten Application Slope Range: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7":12". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Vertical Battens: Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal, 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement ' / thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See P:\ 118.) horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a file overlap not less than 3" and secured through the vertical batten and sheathing witttpproved, corrosion •••••• resistant fasteners. (See PA 118.) Roofing Tile: install tile in compliance with PA 118 using one of the• pproyed rnethods of •• • •• attachment for batten applications noted in Table 3, attached. The method of ••• attachment utilized shall provide sufficient attachment rrristome expressed as • • • a moment to meet or exceed the required moment of resi!rthtte deterpjiped in •••• compliance with PA 115 or PA 127. • • • • ••••• Comments: 1. For re- roof applications, ° /," plywood is an acceptable • • • • 2. Clips are required on all eave tile. ••• • • r Raul Rodriguez Product Control No.: 94- 0914,0 I • • • •• • • •• • • • • •• • • • • •.•• • •••• • • • • •• • • • •• • • • • • •••• •••• • ••• • • •••• • • •••• • • • •••• • Y • • •4,Y'• • • • • • • • • • •••• • •- ••• ••• • ••• Deck Type: Wood, Non - insulated Deck Description: New construction '° / „” or greater plywood or wood plank. SYSTEM 13: Direct Deck Application Product Control No.: 94- 0914.01 SYSTEMS (CONTINUED) Slope Range: 4 ":12" to 7 ":12" Note: System 13 is only acceptable in this slope range. For slopes Tess than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. IJnderlavment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Roofing "Tile: Install tile in compliance with PA 118' Using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / „” plywood is an acceptable substrate. 2. (.'lips are required on all cave tile. fr 8 ,/ Raul Rodrisuez • • • • • •• • • • l • 000 • 0000 0411'0.41 • • 0400 • • • • ••• • •• • O :• • • • • •• • • • • • • 0400 • • • • • •• • •• • • • •0• • • •••• •1•• • • • •d • • • •• • • •001 • • • ••00 • • • • •00 •0 •• • • • • 00.00 ••• • • • • • •0.0 81000 • • • 0 •••• •0•• •090• 0 • • • • ••• ••• 40• SYSTEMS (CONTINUED) Deck'1'ype: Wood, Non - insulated Deck Description: New construction "/, or greater plywood or wood plank. SYSTEM C: 1Ioriznntal Batten Application Product Control No.: 94- 0914,01 Slope Range: 4 ":12" or greater Note: horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayrnent: Roofing Tile: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal " x 2" x 4 feet long allowing for a minimum /" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. \vith approved, corrosion resistant fasteners. (See PA 119.) Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment re ;r expressed as a moment to meet or exceed the required moment of resisjlr ce. determined in compliance with PA 115 or PA 127. • Comments: 1. For re -roof applications, '` /,," plywood is an acceptablc;suhstrate. 2. Clips are required for all eave tile. • • • • • • .• • • ••• • • • • •••• • r•; • ••• • Raul Rodriguez • • • • •••• . •• • • • • • • • •• • ••• • • • • • •• • • • • • • •••• • • • • • • • • • • • •••• • • • •• •• • • •••• ••• • • • •••• • •• ••••• •• • •••• • • •••• • • •••• . • • •••• •• • • ••• ••• ••• ••• 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: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Rooting Tile: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 117. install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesike manufacturer's Roofing Component Product Control Approval. "l "mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. for re -roof applications, 15 /„" plywood is an acceptable substrate. 2. for mortar set applications, the first three courses of tile shall he nailed with not less than one nail per tile. As an alternate, the first•Trsic• courses of tile shall be applied in mortar over a single layer of minimtwv„U, ga. wire mesh with square openings of not less than ' / which is rnech attached to the deck with not less than one rooting nail every 1 ft'. ftx pitches from 6":12" to 7 ":12 ", every third tile of every fifth course. l3r gififirig at the eighth course, shall he nailed with not less than one nail per tile. 10 Raul Rodriguez Product Control No.: 94 - 0914.01 ...• . • ••• • • • • • .. •• • • ...• • • • • •.• • • • •.•• .• •• • • • • • .•.• • ... • • • • • • •• • ...• ••• • • • • •• • • • • ... • ..•• • • • • • .. • • • .• • • • • • •••• ..•• • ..•• • • • • ••• • ••• • • • • • • • • • ••• •.• • •• SYSTEM LIMITATIONS Product Control No.: 94- 0914.01 The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ": ") The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7':12 "). All nail -on tile applications having a roof pitch Tess than 4 ":12" shall be installed over both vertical and horizontal battens ( "(:punter- flattens "), as noted in System A. All nail-on tile applications having a roof pitch in excess of 7 ": 12" shalt be installed over horizontal battens as noted in System 3. For nail - on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. System installation shall he in compliance with the system specifications outlined in this Product Control Approval. Nail - tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall he attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table <1 of this Approval. fhe 'nethod of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol P:A 1 1 5 or PA 12 5. For nail - on tile applications, an cave clip is required on all cave tile. For mortar set application‹. the first three courses of tile shall he nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall he applied in mortar over a single laver of minimum 12 ga. ■'ire mesh with square openings of not Tess than i / \\ is mechanically attached to the deck with not Tess than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":I2 ". every third tile of every fifth course, beginning at the eighth course. shall he nailed with not Tess than•t nil per tile. 6. For mortar or adhesive set tile applications, a Field static uplift test by a C).1dr:•;ounty accredited • • • testing agency. in compliance with Dade County Protocol PA 106, shall he itAronsed not less than 3 .... days after application to confirm tile adhesion. The results of this testmg•`ilt•he reported to the •. •• fluilding Official and the installer stating that the application has passed or � ailed P;\ 106 testing. If ••• the application fails P,\ 106 testing, the report shall state which prrrtion•;,Ltjt test was failed:. Category I (examination for loose tile) or Category 2 (uplift testing of tite)...S equent•Vtesting. the installer may repair not more than 5% of field area tiles and 10'1?s'4•cit rimeteti arw4 (i.e.. . ridge /rake) tile %vith approved tile adhesive. The installer shall place an.4114iUiable ma,L•i�ig 00 each repaired tile for future reference. Any PA 106 re -test shall not includ � • • ••• • For mortar or adhesive set tile applications, 30/90 hot mopped underlaymeni, applicativps. iay b ••••• installed perpendicular to the roof pitch prior to June I, 1995 unless stated otherwise b rJt,e tir'ateriat . manufacturer. !'hereafter, 30/90 underlayment systems shall be installed p•GZllel� o the roo pitch it� compliance with Appendi :'A' of Dade County Protocol PA 120. • •• •••••• • • •••• •••• • •••• .... • • • •••• • • .! • • • • ••• • Rand itodriguez •• •• • •. • • • • • ••• ••• SYSTEM LIMITATIONS ((CONTINUED) 4. All tile: shall hear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 1 1 5 or PA 127 shall he done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Altusa Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the • proposed tile application. Reference shall he made to appropriate data for the required fire rating. 1 i. he applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Anv amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul Rodricucz Product Control No.: 94-0914,91_ • • • •• •• • • • • •••• • • • • • • ••• •• • • • • • • •••• • •••• • • • • • • •• •• • • • • •••• ••• • • •••• • • • • ••• • • • • •••• • •• • ••• • • • • • • • • • • • • • • ••• • •••• • • • • •• • • • •• • • • • • •••• •••• •••• • • •••• • • •••• • • • •••• • • • • • •••• • • ••• ••• • ••• ••• Table 2: Restoring Moments due to Gravity - M (ft-Ibf) from PA 102 Testing Tile Profile 3 ":12" or Tess 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Tile Profile Altusa 'S' Tile Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 102 and PA 102(A) Testing TILE APPLICATION B APPROVED NAILS 1 nail N/A DATA FOR ATTACHMENT CALCULATIONS 2 nails N/A APPROVED SCREWS 1 screw N/A 2 screws 26.80' 13 Raul Rodriguez Product Control No.: 94- 0914.01 APPROVED APPROVED FIELD CLIP EAVES CLIP WITH: • •• WITH: • 1 nail 2 nails„ .l nail 2 rails • N/A N /A••••Tl /A • N/A r•• ••y -- Direct Deck 6.20 8.40 28.70 31.80 21,20 2 5 . 1 ( 1 . . . 6 . 9 0 34 90 Screws for ile Installation over battens s . rall be /18 x 2,2 long, corrosion resistant. Quik•Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. ..•• • • •••• • • • • •• •• • • • • • •• • • • • • • ••• • • • •••• ••• •• •• • • • • •••• ••• • • • • • • • • • •••• • • • •••• • • • • • •••• • • • • • • • • • • ••• ••• Table 4: Attachment Resistance Expressed as a Momdnt - M, (ftLlIff from PA 101 Testing ••• • • • • • •• Tile Profile Tile Profile Tile Application Attachment • Resistance •••••• Altusa 'S' Tile 0.31 Mortar Set •. ?.4 .511 •—•—•— -. —•-. Adhesive Set • 66'00 • • • • r•-r• • Tile Profile Altusa 'S' Tile Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 102 and PA 102(A) Testing TILE APPLICATION B APPROVED NAILS 1 nail N/A DATA FOR ATTACHMENT CALCULATIONS 2 nails N/A APPROVED SCREWS 1 screw N/A 2 screws 26.80' 13 Raul Rodriguez Product Control No.: 94- 0914.01 APPROVED APPROVED FIELD CLIP EAVES CLIP WITH: • •• WITH: • 1 nail 2 nails„ .l nail 2 rails • N/A N /A••••Tl /A • N/A r•• ••y -- Direct Deck 6.20 8.40 28.70 31.80 21,20 2 5 . 1 ( 1 . . . 6 . 9 0 34 90 Screws for ile Installation over battens s . rall be /18 x 2,2 long, corrosion resistant. Quik•Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. ..•• • • •••• • • • • •• •• • • • • • •• • • • • • • ••• • • • •••• ••• •• •• • • • • •••• ••• • • • • • • • • • •••• • • • •••• • • • • • •••• • • • • • • • • • • ••• ••• Table 1: Aerodynamic Multiplier - X (ft from PA 108 Testing Tile Profile X (ft Batten Application X (ft Direct Deck Application Altusa 'S' T 0.29 0.31 Tile Profile Altusa 'S' Tile Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 102 and PA 102(A) Testing TILE APPLICATION B APPROVED NAILS 1 nail N/A DATA FOR ATTACHMENT CALCULATIONS 2 nails N/A APPROVED SCREWS 1 screw N/A 2 screws 26.80' 13 Raul Rodriguez Product Control No.: 94- 0914.01 APPROVED APPROVED FIELD CLIP EAVES CLIP WITH: • •• WITH: • 1 nail 2 nails„ .l nail 2 rails • N/A N /A••••Tl /A • N/A r•• ••y -- Direct Deck 6.20 8.40 28.70 31.80 21,20 2 5 . 1 ( 1 . . . 6 . 9 0 34 90 Screws for ile Installation over battens s . rall be /18 x 2,2 long, corrosion resistant. Quik•Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. ..•• • • •••• • • • • •• •• • • • • • •• • • • • • • ••• • • • •••• ••• •• •• • • • • •••• ••• • • • • • • • • • •••• • • • •••• • • • • • •••• • • • • • • • • • • ••• ••• 1\ F ( ;\ PROFILE DRAWING - - -- — — — — ---- V S' 10" Raul Rodrl°UeZ Product Control No.: 94- 0914.01 • • • • • •••• • • •••• • • • • • • ••• • • • • • •• • • • • •••• • • • • • • ••• • • • •• • ••• • • • • •• • • •• • • • • • • • •••• • • • • • • • •. •. • • • •••• • • • • • • • • • • • • • • • • • • • •• • • • • •••• • • • • • •••• • • • • • • • • • • •••• • • • • • • • ••• I.1E�DA • j xtcnsl r ns of Acceptance pray he considered alter all a eapplication has been filed and the supporting d t data, test report: no older than ten (I )) years, have been re-testing shall bear the seal, signature and date of an engineer registered in the State of All reports of • • Florida. , . ,. , ,.Y;fi .. • 2. Any revision or change e in the materials, use, or manufacture of the product or process shall automatically' • hcca use for termination, unless prior approval is granted for revisions'or chan'ge•" 3. of this product or process or a change 'in Code provisions shall be grounds • Any unsatisfactory performance .:, for re-evaluation. • I a oses. 5 Nis acceptance shall not be used as an endorsenient of any product for sales or advertising p rp the C Acceptance number preceded by the words nrdslf any portion oCltl orida, and a Notice oft cept ce is xp i tal �iticc t , spiratigti date may be displayed in advertising literature .., displayed, then it shall be done in its entirety. permit applications, shall be provided to the applicant by t .. ' • where required for p b rims need 6. Product p 'ora.vings, t :•; i •� manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The p the ; t i ' not he re= scalcil by a?1 cng,meer. royal. 1t. • (•ailiirc-to comply with the Standard Conditions shall be cause for termination of the App 7. This approval supersedes all previous approvals. Last Approval Number 94- 0106.14 METROPOLITAN MET O DADE FLOGS R BUILDING BUILDING CODE COMPLIANCE DE SU T 603 METI1O•DADE rtAGLER BUILDING 140 WEST FLAG( .ER STREET MIAMI, FLORIOA 33130.1563 (305) 375.290 TAX (305) 375 -2908 Raul Rodriguez Product Control Division Supervisor • • lob Address: Ag 5 $= AGE DO Contractor Roo F t "1 G APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION 11 BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: 0 P FI bet \ S Type of Roof System Assembly to be Applied: o ve ' 64Sf S I ce Manufacturer of Roof System Assembly: • a 07a. ( Product Control Approval Number: ,System Number from Product Control Approval: D ec_KT'Pe r S.jS m — / (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: • Process No. ( Note: No itrsrtlation system is acceptable lender the minimum roof category. ) Built -Up Applications and Modified Bitumen System, Amended Agenda Item No 7 (R) Page No.59 Job Address :7 °5 • THE SYSTEM: tic t: 00 Contractor Roar)) & 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 ?: (IJ yes; attach AST,Ihf E907 test report. ) Proposed Fastener: (Attach withdrawal resistance lest report. ) Has the deck been examined for moisture ? :• ( Provide data confirming compliance with Section 3401.9(c) . ) Deck: ( Briefly describe ) 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: Insulation: (Type. 3i>e and method 0/attachment, if applicable ) Base Sheet or Ply: ( Type and method of otiocknrnu ) Process No. OP N Amended Agenda Item No 7 (R) Page No.60 3 / y r l T i G K. 41 . 11 . 11 16misl.r GLcs5 8AS s M66 r(Tl1vtiKO) hJ lra l LEtl] w`l-Ft I 'to" (f KO), Fc)r L, p - roC f Q --C> 7 rO . S ULE D 1 N Tit _ Built•tlp Applications and Modified Bitumen Systems MrrJ��r✓O� S S� ) ' Job Address. Amended 7 o5 A�� Agenda Item No 7 (R) (V � + � Page No.61 Contractor Process No. PIy Sheet(s): ( Type and method of attachment ) Top PIy: ( Type and method of attachment ) Surfacing: ( Type. if applicable ) Flashing Materials: (o GA. GALS/. S Q-4 e.c) w, h I 7 ri-111_✓ `'I vJ►�atLS yo.c— ( Type•ond method o/allochment) TA ,M P`y . F► be \e4 ss 3 el.eS " fre— 2 1 8 scf (4 ) ► f 6 140T TP raS P1^p - NONE - n- optLr- f 1 Pi )cam bra t 2 v A I thy); t 4-1 Moog coo,-}; nS A S b e E s -4-U S Ft [twill - Applications and ,Modified Bitumen S) stems )()b Add; css: ;mitt' + "V z Qo::'3 ltY�a ,rs x: c�E D ( 7 .dins �-- f ancncr: 1 Amended Agenda Item No 7 (R) Page No.62 Conti P,or){- INC; Process No. FIL.I. IN APPLICABLE 1?OOF11Ir CO WIIICII MAKE l.IP ROOF SYS tEM ASSEMBLY A111) 'FIIICKUESS Or DECK AND U ISI , )I.Al In,I I (1Vhrre Roofing Component not used in tO - (CP p k� 1 ter(? Roof System Assembly, fill in With "tI /A'.) nl ti t s Z Surfacing: p�o/tt' GM�Ii Aes tos Fl Ctr Voppn. alb ) X><�' `./ </ <XXX /v Top rly: L7 Bonding clonal: No F, -rrt .� Ply Sheet(o): 3 Piles �i�« 1 A ty �55 um-peel " Bonding \I +Iniil: HdT TAR Asp-1N r∎tp_ e - r _ it', 1 I R C./ Wit f F+ttrncr S h/..._ ...� �� D t.te i; n rt : M Q E Dond'uts JI+tcriJ: (./ .... rn. 1«44) f attenct' (q, w:.r.. . c;.. Top Iruul+rion Uyct: L ^ uulation: Bonding \lalcriJ Tor Rturdcr•. • - roinut: - -- PECK: T)p e : .L5C' -D... _. Cote or rhirtnr 3 /C../ 1 _ pen ny. ;/ronrefie /al: JLI Valli I mnrliticd llilutuett Sy'sleots ?oaf.) E enS ACC Job Address: Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip cage: • ," Deck T)•e: Sketch R^oftng Componenu which nuke up Roof System Anembly at Perimeter Parapet Walla. buns leaden indieuinr Roofing Component nuns, dimensions. thicknesses Include fastener type ai pacing used for wood• g attachment PERIMETER DETAIL 1: Parapet Wall Detail RooF'I(JG Contractor blocking aliment v5 7 �� A f1W5tiSS cl Deck we: Vk) PERIMETER DETAIL "2; Flashing Detail Process No. f jlr"Pty Iv ∎ GS 5 01,ked N►t't Tier- Ile r-�r fv- TR. Duili -Ilp Applications anti i.Intlificd 1)itumcn Systems Amended Agenda Item No 7 (R) Page No.63 Sketch Roofu+g Com`'anrnu 'hick make up Roof Slncm Assembly at Perimeter Meu to be Fluhed Wen leaden indicating Roofing Component nurses. dimension, thicknesses. etc. Include (went/ ty and spacing used for wood. 1 - GLc 5 ,JA,L Bask %C ! S H EE"T \ r 570 9S31-, AGE6o Job Address: Contractor RooF10G. Process No. Sketch Roofing Componcnu which make up Roo( S)stem Aucrnbly at Perimeter Edge with Geese! Stop or Ship Edge. Ieutrt leaden indicating Roofing Componrnu names, dimcruioru, thickness,, etc. Include fattener i pt and spacing utd for 'cad. blocking• atuchmcnt. 3 cr Gavel p f.d A Gags: a Fastener h N Spacing: o.e. FASTc di" pr mt : GAIN - Gage: 1 Z Sketch Roofing Components %pith make up Roof System Assembly al Perimeter Edge'ith Guntn. Insert le aden indicatins Roofing Component r.vaea, dimcruioru, thicknesses, tie. Include fastener type and spacing used for'crd. blocking attachment. Guner Type: Guncr Gage: Fanentr Spacing: Deck T)pe: PEPJMETER DETAIL °l: Gravel Stop or Drip Edge I FRIMETFR DETAIL t: Gutter Dctail Buil( lip , lpplicatinnt and ,lindificd Ilitumcn S)slcou Amended Agenda Item No 7 (R) Page No.64 -rcp .dal Alvminurh O q}inz t Pl Flbec131asS T h1.T AS(' 14- 0 '1 PI ISE 3 pl;e3 Fi ber3lgs S BASE s N EEr ? 5 re q59 ftCE3o Job Address: Contractor ROOF I N (G Sketch Roofing Componenu which make up Roof System Assembly at any 'other' Perimeter Condition which may cxisit. Wen leaden indicating Roofing Component names, dimensioru. thickcua, etc. include fastener type and spacing wed for wood. blocking attachment. Sketch Roofing Componenu which make up Roof System Assembly a any 'other' Perimeter Condition which msy esosit. Wen leaden indicting Roofing Component runlet, dimensions, thickcssn. eta. Include fastener type and spacing used for wood. blocking attachment. PERIMETER DETAIL #5: 'Other' Detail ' PERIMMETER DETAIL. °G: 'Other' Detail Iluilt•Up Attplication.t and Modified Bitumen Syitcnu Process No. Amended Agenda Item No 7 (R) Page No.65 os e qs 54--= pk- ho Job Address: Contractor 1 A5 Process No. Insert Building and Parapet Heights. (lino Parapet a uU, Insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: e At Hurricane Oceanline?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on '-1- % of Openings: �J-- GROUND LEVEL A feet [ ( BUILDING INFORMATION 111 Built -Up Applications and Modified Bitumen Systcms Pagc -8 Job Address: �� � �� �ntractor 1 6 -6 C' R t s Sketch Roof Plan i,diolint an dnnaaiont. uq• slopes. woof *atm oldie's. « roof nip equipment. Also insert eari,bk labeled 'a'.rkid, indicate' paunKte and core danersioruper Maw: 23 of the South Florida Building Code. (See ASCE 7-U Fop Sheet Aaerhed ) =PE r, rilj FS t t ti Fran-, L tag r= . ca o rfv 2S r� �c crc 0 G " e_)- C . L Aps A ti z. sp ccc S�r1S e11 r� L tl r4 c t--)S S T 4109 (759—E fl! N - T14 L r r Ofl t= off T( -y b Si-CET - P1 �GP - T o fro - T/ RO - ' I pzr112S 2 Frwnt DIAGRAM V 53 r 2S*-- /7 9 F pT t pON Built-Up Applications and Modified Bitumen Systems Page -9 - foccss - No. BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Anrit 5 2 1 he field. perimeter and corner area maximum design pressures determined under these conditions are noted nil able 1. Roof Ileight (h) 0' <h <15' 15'<h <20' 20' <h <23' 5.1.2 the roof area in question has a height (Ir) which is Tess than or equal to 23 feet; 5.1.3 the roof section in question has an area less than or equal to 35000 square feet (350 squares); 5.1.4 the building has an Exposure Category 'C': open terrain with scattered obstructions having heights generally less than 30 feet. This category includes flat, open country and grasslands; 5.1.5 the building is a Condition 1 building on which neither Of the following are true: • the percentage of openings in one wall exceeds the sum of the percentages of openings in the remaining walls and roof surfaces by 5% or more: and. • the percentage of openings in any one of the remaining wall or roof do not exceed 20%. 5.1.6 the building is a Category 1 building located at the hurricane oceanline having to an importance factor (I) of 1.05. Chapter 23 of the South Florida Building Code requires the use of 'at hurrican oceanline' in all calculations. lable 1: Maximum Design Pressures (psi) Pm�r1 (Field) -396 -43.1 - 44.6 Page - p,,„ (Perimeter) - 47.8 - 53.8 -53.8 p , (Corners) - 75.1 - 66 9 - 56.9 5.3 t he field, perimeter and corner areas (ft') to which the above noted maximum design pressures apply shall be determined in compliance with Chapter 23 of the South Florida Building Code. oiej ra7toc.,.)/ r'A 128 -)� d I 9 ce - I Job Address: Contractor goo 1 NG Process No. Roof System Assembly Product Control Approved: 11 NO, note any deficiencies: • ...Design Pressure Requirements: • Field: psi Perimeter Areas: psi Corner Areas: psi Note any limitations: Reviewed Details ?: Notes: FOR PLAN EXAMINER USE ONLY •• Built 1p Applications and Modified Bitumen Systems Y N Y N Amended Agenda Item No 7 (8) Page No.68 Job Address: - 7 0 5 P' E Reviewed Field Test Data ?: Notes: Additional Notes: A- bo Contractor � O° C. ' NCi- Process No. [luill 1Ip Applicalions and Modified l)iltonen Systems Y N Plan Fzarniner Amended Agenda Item No 7 111) Page No.69 Job Address~ 7 ° r ie - / . The undersigned =tines that the BUR System Assembly is in compliance with the plans, specifications, and details submitted by the MANE STATE OF FLORIDA - COUNTY OF DADE l^� Before me this day personally appeared i L ° I) c- b_.� who, being first duly sworn, deposes and says that all information submitted herein is true and correct My commission expires: Contractor se • Contractor / Owner Signature Sworn to and subscribed before roe this 1 S th day of r5T6 1 9 %. Hceb o Roo NKr Built 111+ .lpplicat;nnl and , Bitumen S)stcmr McTRO -DADE The expense of such testing will be incurred by the manufacturer. Approved: January 25, 1996 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MI WEST FLAGLE ST MAMI, FLORIDA 333 130 -15-15 3 63 Tamko Roofing Products, Inc. (305) 375 -2901 FAX (305) 375 -2908 220 West Fourth St. INTERNET: mdcc01@shadow.net P.O. Box 1404 Joplin, MO 64801 PRODUCT CONTROL SECTION (305) 375 -2902 Your application for Product Approval of: FAX (305) 372-6339 Tamko Roofing Products, Inc. Conventional Built -Up Roof Systems under Chapter 8 of the Metropolitan Dade County Codc 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 bccn recommended for acceptance by the Building Codc 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 Codc 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. Acceptance No.: 95- 0720,01 Revises No.: 95- 0222,02 Expires: August 15. 1997 Raul Rodriguez Product Control Division Supervisor TIIIS IS TI COVERSUEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in a County, Florida under the conditions sct forth above. ' harles anger, 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 Category: Sub - Category; Sub -Type: Membrane Roofing System Built -Up Roofing Conventional Fiberglass /Organic System 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 tcstcd 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. Contact: Dodie Webster 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Tel: (417) 624 6644 Ext. 257 Fax: (417) 624 8935 Product Control No.: 95- 0720.01 Product Control No.: 95- 0720.01 Approval Date: January 25. 1996 Expiration Date: August 15. 1997 Frank Zuloaga. Plans Examiner, Prird cut Control Division. 2 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0720.01 Tcst Product Product . ,Dimensions Specification Description Awaplan PrerniumTM 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 3 / 8 " 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- SmoothTM lbs./ 33' 11" x modified bitumen membrane. Applied 30 in hot asphalt, by torch, cold adhesive, or mechanically fastencd, 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 surfaccd ' /8 " with granules. Applied by hot asphalt and also uscd as a walkway material. Awaplan 170 FR • Roll weight: 98 ASTM D 5147 A 180 g/m polyester reinforced SBS lbs.; 33' 11" x 39 modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170T"' Roll weight: 98 ASTM D 5147 A 180 g/m polyester reinforced SBS lbs.; 33' II" x 39 modified bitumen membrane surfaccd 3 / 8 " with granules. Applied in hot asphalt or cold adhesive. Base -N -Ply® 108' x 36 "; roll ASTM D 4601 A fiberglass reinforced SBS modified weight: 72 lbs. 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, 3 4.11, '.t• *tic ontro live • Product Tam -CapTM Dimensions 36' x 36 "; roll weight: 83 lbs. Tam -Ply 1VT"' 180' x 36 "; roll weight: 44 lbs. Type 43 Base Sheet 72' x 36 "; roll weight: 85 lbs. Vapor - ChanTM 36' x 36 "; roll weight: 86 lbs. Vector Fibcred 1,5, or 55 gallon Aluminum Roof Coating containers Versa Flash 160 Versa -Basc FR Versa -Base 54' x 36 "; roll weight: 60 lbs. 54'x36 ";roll weight: 94 lbs. Tcst 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 IV 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 Kraton 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. ontrol Divisi Product Millox Pyrox ACFoam 1I Celcore #14 Product Control No.: 95- 0720.01 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description various PA 110 various PA 110 various PA 110 PA 110 Hy -Therm White various PA 110 Line Hy -Therm AP various PA 110 Hy -Tec Blackore various PA 110 Anchorbond various PA 114 Dekfast Fasteners PA 114 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 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 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 EPS Pelite /Urethane Composite Polyethylene Test Product Dimensions Specification Description 4'x8' Iso Shield various PA 110 Elastizell PA 110 FM -30, FM -45, PA 114 FM -60, FM -90 Fasteners 4 mil min. PA 114 PA 110 PA 114 PA 114 ASTM D312 ASTM D 41 various PA 110 High Density Wood various PA 110 Fiberboard various PA 110 Perlite Insulation various PA 110 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 Galvanized steel base ply fastener for lightweight concrete decks Type 111 or IV Hot asphalt bitumen adhesive 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 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 #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Premium Metal Plate Standard Plastic Plate Dimensions Specification Description Minimum # PA 114 12 Min. 32 ga. x 1 5 4 Test Product PA 121 PA 121 PA 121 PA 114 PA 114 PA 114 PA 114 PA 114 3" square PA 114 3" round 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 3" square galvalume AZ55 stress plate Polyolefin 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) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Product Fesco Foam Various PA 110 ISO 95+ various PA 110 Iso -Lite R various PA 110 Lexsuco Clips with PA 114 Discs Perma- Fastener PA 114 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 Dimensions Specification Description PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 PA 121 Test Product 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 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) ontrol Division. Product Test Product Dimensions Specification Description Pro -Grade PA 121 Aluminum Weather -Chek PA 121 Aluminum E'NRG'Y -2 various PA 110 ISORoc #14 Olympic Polypropylene Olympic Fastener #12 Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener various PA 110 Con -Tite PA 114 Olympic Standard 3" round PA 114 Olympic Fastener PA 114 3.25" round PA 114 PA 114 PA 114 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 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) ' Frank Zuloaga. `- -•�[�� Plans Examine �''st�P Owl 9 Product GlasFast/Striker Paroc Base Board various PA 110 Paroc Cap Board various PA 110 Foamglas Board various PA 110 Multi -Max HD Insul -Fixx Fastener Rawl Drive Rawl 2" Plate 2" round Test Dimensions Specification various PA 110 UltraGard Gold various PA 110 UltraGard Gold 11 various PA 110 PA 114 Insulation fastener Owens- Corning assembly and metal plate Fiberglas Corp. for use over concrete decks (with current PCA) PA 114 Product Description 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 Product Control No.: 95- 0720.01 Manufacturer 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) Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) Insul -Fixx S 3" square PA 114 3" square galvalume AZ55 SFS /Stadler stress plate (with current PCA) Insul -Fixx P 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company, Inc. concrete deck (with current PCA) PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Frank Zuloaga. Plans Examiner, /0 Company, Inc. (with current PCA) ntro Product Rawl 3" Plate Rawl Spike Test Product Dimensions Specification Description, 3" round PA 114 PA 114 Rawlite PA 114 Rawlite 3" Plate 3" round PA 114 Zamac ®Nailin PA 114 Tru -Fast DL PA 114 Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD PA 114 Tru -Fast Ultra Tru -Fast TL 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 Perimeter terminator Insulation fastener for steel, or wood 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Frank Zuloaga. Plans Examiner, 11 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) The Rawlplug Company, Inc. (with current PCA) Tru -Fast (with current PCA) 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 Control Division. Product Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners lnsulcel Test Dimensions Specification PA 114 PA 114 PA 114 PA 110 Product Description 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 Frank Zuloaga. Plans Examiner, 12 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 Frank Zuloaga. Plans Examiner, 13 Product Control No.: 95 0720.01 Report #4766 4444.05.95 -1 4440.05.95 -2 J.I. # 0Q8A7.AM J.I. # 1XIA5.AM J.I. # 2T0A2.AM J.I. # 0R9A6.AM R3225 R3225 -1 through 13 Date 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 ontro iv' Insulation Types: Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Composite Board Maximum Design Pressure Material Design Pressure Wood -55 psf Steel -52 psf Concrete -232 psf (See System Limitation for details) Lightweight Concrete -52 psf (See System Limitations for details) Cementitious Wood Fiber -45 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Class 'A' 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 Product Control No.: 95 0720.01 uct Control Division. Base Sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: -55 psf. Deck Type 1: Wood, Non - insulated Deck Description: 19 / 12 " or greater plywood or wood plank decks System Type E -1: Base Sheet mechanically attached. All General and System Limitations apply. 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 -Ply 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.. (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: 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 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. 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 Frank Zuloaga. Plans Examiner, 29 Product Control No.: 95- 0720.01 Wood Deck System Limitations: I. 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 'A" Type X Gypsum board mechanically fastened to the deck. ct Control Division. General Limitations: Product Control No.: 95- 0720.01 Note: All General Limitations shall apply to the systems approved in this document. I. 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 arca 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 1 1 1 of the South Florida Building C' Frank Zuloaga. Plans Examin 99 ontro Dtvtsion-- Frank Zuloaga. Plans Examiner, 100 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 11 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 11 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 lbf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 lbf. insulation attachment shall not be acceptable. al - Control Division. Product Control No.: 95 - 0720.01 Tamko Roofing Products 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 ACCEPTANCE NO.: 95- 0720.01 APPROVED : January 25, 1996 EXPIRES August 15. 1997 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. 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 TIIIS ACCEPTANCE `. � r Frank Zuloaga. Plans Examiner,' • • uct Control Division. 101 MAILABLE DECKS (WOOD) 616 Tam -Glass Premium 616 Tam -Ply IV (REGIONS 1, 2, & 3) SURFACE COAT Interply Asphalt (Per 100 sq. ft.) Surface Coat: (Per 100 sq. ft.) (I) Fibered Aluminum Coating (2) Emulsion Coating (3) Asphalt Surface TAMKO FIBERGLASS PLY SHEET ASPHALT INTERPLY MOPPINGS Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet TAMKO FIBERGLASS PLY SHEETS (Options Below) 516 TAM -GLASS PREMIUM 616 TAM -PLY IV WOOD DECK . TAMKO BASE SHEET — NAILED 1 Ply 3 Plies Approx. 69 lbs. 1 -1/2 to 2 gals. 3 gals. 20 to 25 lbs. Clinch -type nails (Per 100 sq. ft.) Approx. 100 Nails Slope: Positive drainage up to 3 in. per linear ft. For slopes above 1 in. per linear ft., fas- tening of the roofing felts is required (sir Section 9.0). Deck: The deck should conlornt to TAM KO general requirements (see Section 4.0). Asphalt: The asphalt should he certilicd by the manufacturer to meet ASTM D -312, Type 11 for slopes up to 1/2 in. (except in FL, TX, NM, AZ, CA) and Type III for slopes up to 1 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Starting at the low point of the roof, install 1 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 (see Section 10.0). Fiberglass PIy Sheets: Over the base ply, install 3 plies of TAMKO TAM -GLASS PRE- MIUM or TAM -PLY IV Fiberglass PIy Sheet in specification asphalt. Starting from the low point of the roof, apply a 12 in. width, then a 24 in. width, and follow with full 36 in. widths, shingle fashion, lapping each ply 24 in. in such a manner so that at least 3 plies of ply sheet cover the base ply at any point. Approximately 23 lbs. (=15 %) of specification asphalt per 100 sq. ft. should he used to embed each ply (see Section 8.0). Surface Coat: Coat the entire roof surface with Fibered Aluminum Roof Coating at a rate of 1 -1/2 to 2 gals. per 100 sq. ft., or Emulsion Roof Coating at a rate of not less than 3 gals. per 100 sq. ft., or a surface grade hot asphalt using a minimum of 20 lbs. and a maximum of 25 lbs. per 100 sq. ft. Maintenance of the surface coating is required. (See Sections 12.0, 13.0 and 31.0.) Flashing: The flashing material must be a TAMKO polyester reinforced modified asphalt flashing material (see Section 30.0). U.L. Requirements: Contact TAMKO for information on U.L. systems requirements. Systems Guarantee Durations 38 6 ad . . '44 - 4.0-24.0 GENERAL, DESIGN ;: tssas�anv RECOMMENDATIONS ROOFING PRODUCTS 4.0 ROOF DECK REQUIREMENTS 4.1 GENERAL Roof Drainage — Proper and adequate drainage of roof surfaces is critical, and a minimum slope of 1/4 in. per ft. is recommended by the Built -Up Roofing Committee of the Asphalt Roofing Manufacturers Association. Positive drainage is required and is the responsibility of those involved in the design and construction of the roof deck and supponing structure. TAMKO's definition of "inadequate drainage" refers to an area on a roof in which water does not move to the drains or off the edge of the roof. If standing water remains on the roof for more than 48 hours after a rain, the roof is consid- ered to have areas of inadequate drainage.' Questions concerning drainage on specific roofs should be directed to a TAMKO Regional Built -Up Rooting Manager or the Technical Services Division in Joplin, Missouri. GUARANTEES WILL NOT REMAIN IN EFFECT FOR ANY AREAS OF A ROOF WHICH HAVE INADEQUATE DRAINAGE. Roof Decks — Responsibility for the roof deck design and the proper interrela- tionship of all building components rests with the architect, design engineer, and budding owner. The density, intend moistutr, integrity, and other inherent elements of the deck must be suitable. TAMKO is in no way responsible for any of these factors, and under no circumstances will TAMKO assume such responsibility. All roof decks (regardless of type) must be smooth, moisture free, dirt free, properly attached, properly constructed, and properly designed for anticipated loads with minimum deflection. No electrical conduits, bolts, or other similar equipment shall be placed on the surface of the roof deck. Such surface irregularities cannot be properly insulated and roofed. 4.2 WOOD DECKS All boards should have a hearing on rafters at each end and should be securely nailed. A deck is not satisfactory if hoards deflect perceptibly under an average man's weight. Cracks wider than 1/4 in. and knotholes larger than 3/8 in. in diam- eter nest be covered with metal that is securely nailed. Plywood decks must he a minimum of Grade CD, Exposure 1, as defined by the American Plywood Association (APA). The plywood should have a minimum thickness of 1/2 in. and be installed on rafters spaced not to exceed 24 in. on center. Plywood application should be in accordance with the general recommendations of the APA. Wood and plywood decks must cure and come to an equilibrium moisture content before installation of the roofing membrane. Unusually high or low moisture content at the time of membrane application may result in buckling or other dimensional changes in the boards. Fastening of the TAMKO TYPE 43 Coated Base Sheet, GLASS -BASE, or BASE -N -PLY base sheet 10 the wood deck should be done through Hat metal caps or with acceptable nails having attached caps of a minimum of 1 in. in diameter. TAMKO fastening recommendations are covered in Section 10.0. Nonveneer wood panels are not acceptable decks for TAMKO Commercial Roofing Systems. Nonveneer products include waferboard, chipboard, oriented strandhoard, and particleboard. 4.3 POURED GYPSUM DECKS A poured gypsum roof deck that is either surface -wet or frozen is not suitable to receive a TAMKO roof. The deck must be smooth and well troweled. Provisions must be made for venting of these decks from the underside and topside. Adding additional board insulation directly over newly poured gypsum decks is not accept- able. Adding additional insulation•over aged, dry gypsum decks is acceptable only with prior written approval by the TAMKO District Commercial Manager for your area. The gypsum must be a minimum of 2 in. thick and surface -dry before roofing is applied. TAMKO will not be responsible for leaks resulting from splits in the built -up roofing which are caused by cracking of the gypsum deck after the roofing has been applied, regardless of the cause for cracking. VAPOR -CHAN should he secured to the deck using ES Nailtite Nail or other approved fastener with initial withdrawal resistance of not less than 40 lbs. per fastener as recommended by the Gypsum Roof Deck Association. TAMKO fastening recommendations are covered in Section 10.0, For reroofing exceptions, contact the Director of Technical Services or your District Commercial Manager. 4.4 LIGHTWEIGHT (INSULATING) CONCRETE DECKS The high moisture content of lightweight (insulating) concrete decks may result in blistering and damage to the roofing membrane. These decks are accept- able for specific roofing systems when care is taken in the construction of the deck and in the application of the roofing system. The deck must have a 2 in. minimum thickness. The slope of the deck may not exceed I in. per It. The cured deck should be smooth to the touch and free of depressions, ridging, and any 10 exposed reinforcing mesh. The deck should be installed by a contractor who is approved by the deck ntanula.uucr. The deck must be installed in accordance with the deck manufacturers recommendations and specifications and the deck installer shall provide ceniI cation to the rooting contractor that the deck is suitable to receive the roofing system. Lrghnecr,ht structural concrete whose density is 100 to 200 lbs. per cu. ft. should not ix ,oniused with lightweight insulating concrete whose density is 20 to 40 If„ lt'r , u n Provisions must be made for ,emu:, „i ti., -. ,ie, ,. tram the underside and topside. Underside venting will be .r,,,nuld: :.,. :. ,i,are,l lhanized structural steel decking which allows ventilation tt,m, .., „ The base ply should be fastened using Le.ieil, : • .. r■••• :: • ..., .., .. • manufacturer. VAPOR -CHAN is required ,n tt.• i • . : . , .. .. , • .. with TAMKO's recommendations (see Section I.' 0 .k. insulation directly over these decks is not acceptable 1,': contact the Director of Technical Services. TAMKO will not he responsible for roof Teaks which re ::, .:. . splitting when applied over lightweight (insulating) concrete w r.c:.:: _, _. :..: moved or cracked after the membrane has been applied. lnlornuc,•:. the use of lightweight (insulating) concrete decks is available through (be Director of Technical Services. TAM KO will not approve nor accept TAMKO membranes over lightweight (insulating) concrete which is poured over structural concrete decking or any other nonventing substrate. For possible exceptions on nonventilating substrates (NVS) in some geographic locations, contact the TAMKO District Commercial Manager serving your area or the Director of Technical Services. 4.5 METAL DECKS Any of the TAMKO specifications for use over insulation may be applied over a metal deck, providing the metal deck is covered with rigid insulation. TAMKO suppons the NRCA's Technical Bulletin 15 -91, Corrosion Protection for New Steel Roof Decks. Please contact Technical Services for further information regarding this technical bulletin. The metal deck must be firm, capable of withstanding rooftop traffic, and properly secured to the building's structural support system. The deck must be no lighter than 22 ga. (uncoated) and must comply with Factory Mutual Loss Prevention Data 1 -28. The insulation must comply with TAMKO's requirements for roof insulation (see Section 6.0). The insulation must be of a suitable thickness to span the rib opening as recommended by the insulation manufacturer. TAMKO requires that the first layer of insulation be mechanically fastened. Since 1 -1-84, Factory Mutual has required that the first layer of insulation must be mechanically fastened to the steel deck. 4.6 POURED CONCRETE DECKS Concrete must be poured over steel reinforcement and removable forts. A concrete deck will not be considered satisfactory if it is either wet or frozen. Any sharp ridges or depressions should be hammered smooth and leveled. Perimeter nailers must be provided. All wood cant strips used in conjunction with concrete roof decks trust be mechanically attached to the wood nailers. All concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materi- als. For possible exceptions, contact the Director of Technical Services. 4.7 PRECAST CONCRETE DECKS These decks are satisfactory as a base to receive a TAMKO roof only if they form a smooth surface and are insulated. Top joints between slabs should be grouted. Precast concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materials. For specifications which do not require insulation, see Specifications 113FR, 113, and 113HW. 4.8 STRUCTURAL WOOD FIBER ROOF DECKS Structural wood fiber roof deck panels whist incorporate composite elements (e.g., polyurethane or other insulations, particleboard or chipboard) are not approved for use in TAMKO approved roofing systems. TAMKO roofing system guarantees will not be issued on these deck systems. Questions regarding these decks and requirements should be directed to the Director of Technical Services. The approval of structural wood fiber roof deck systems is subject to the following conditions: New construction: 1. A TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY must be mechanically fastened, followed by a 3/4 in. minimum layer of rigid insulation board (applied at a right angle to the panel length) solidly mopped to the base sheet. Alternately, a 3/4 in. minimum layer of rigid insulation may be mechanically fastened to the structural wood fiber roof deck. 2. Only 4 -ply, gravel - surfaced liberglass BUR, and modified systems are accept- able to receive a TAMKO roofing system guarantee. 1 All masonry and nn•tal surfaces which arc rca•iv' a nus aspha6 should be pnmed Iirst with concrete primer at a rate of approximately 3H kd. Ixr 100 .q. It All plies of roofing membrane should commence at the tow Ix • :::,. Application will not be accepted if at any point the Ilow of water is against tit. laps. The base ply in all specifications should not be allowed to remain open without surface protection. Phased application of TAMKO commercial roofing materi- als is not acceptable. For possible exceptions with modified roofing systems, contact the Technical Services Division. All felts and coated rolls, including AWAPLAN VERSA- SMOOTH and VERSA - BASE° should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Care should be exercised to avoid heavy brooming of fiberglass ply sheets. Sheets should not be "dropped" or nailed and turned hack. End laps should not be less than 4 in. Excessive traffic on any roof is discouraged. 8.8 NOT ASPHALT APPLIED POLYESTER 88S MODIFIERS This section applies to the following TAMKO products: AWAI'LAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA - SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. Interply moppings of asphalt should consist of approximately 23 lbs. (±15 %) per square for AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. The asphalt must be a minimum of 4O0°F at the point of application. ASTM Type III or IV asphalt should be used for application of AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. Excessive Interply moppings should be avoided as slippage may result. Side laps of the AWAPLAN PREMIUM, AWAPIAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPIAN 170 FR, or AWAPIAN 170 membrane should be 4 nn. (consistent with the factory selvedge). The entire sheet, including the side lap, must be totally adhered in asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the inspection when determining proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in. width should be covered with granules. Alternately, mopping the field of the membrane and heat welding the laps is an acceptable method of installation. End laps of the AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170 membrane should overlap the underlying sheet by a minimum of 6 in. The protrusion of asphalt from the end lap is acceptable and provides a checkpoint for the proper applica- tion of the material. All end laps should be staggered or a modified cap sheet installed over each row of end laps. Factory Splices: On rolls of AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPIAN 170 FR, or AWAPLAN 170 where a splice exists, the splice is marked with a tag. This splice should be cut out before the roll is applied to the roof. Where the splice has been removed, the material should be lapped 6 in. in the same fashion as a normal end lap. An alter- nate method is to cover the splice with a full -width piece of AWAPIAN which extends at least 6 in. on both sides of the splice. 8.3 TORCH APPLIED POLYESTER SBS MODIFIEDS This section applies to the following TAMKO products: AWAPLAN HEAT WELDING or AWAPLAN VERSA- SMOOTH. Heat welding (also known as torching) requires that the applicator be experienced in this type of application. Certifications are available through various industry organizations. For further information contact TAMKO. Fire extinguishers should be on the roof at all times. The torch should be used to warm up the surface to which the AWAPLAN HEAT WELDING or AWAPLAN VERSA- SMOOTH is being applied, preheat portions of the roll which are about to be applied, and melt the modified asphalt on the back of the sheet which will be used to adhere the membrane. The area of the roll where the modified asphalt is being melted is the most critical. It must be heated evenly across the entire width of the sheet which is being heat welded. During normal application, a small bead of asphalt should precede the roll as it is laid down. This bead of asphalt will be visible to the applicator and should flow out on both sides of the sheet. Safety is of major importance when heat welding modified bitumens. It is the sole responsibility of the roofing applicator to enforce fire safety precautions and to ensure safety at all times. Torches should be extinguished when not in use and should not be left unattended. There should be a sufficient number of fire extin- guishers on the roof to handle any contingency which might develop. The roofing applicators should be trained in the proper use of fire extinguishers. If you need more information regarding the safe application of modified bitumens, contact the Asphalt Roofing Manufacturers Association (ARMA) for their booklet regarding heat welding of modified bitumens titled Torch Applied Roofing Do's and Don'ts or their video, A Guide to Safety Torch -On Modified Bitumen. Factory Splices: On rolls of AWAPIAN HEAT WELDING or AWAPLAN VERSA- SMOOTH where a splice exists, the splice is marked with a tag. This splice should be cut out before the roll is applied to the roof. Where the splice IS DOPING PRODUCTS has been removed. the material should Ix• laplx•d 6 in. in the same fashion as a normal end lap. An alternate method is to cover the splice with a full -width piece of AWAI'LAN which extends at least 6 in. on both sides of the splice. Further information concerning the proper application of AWAPLAN HEAT WELDING or AWAPLAN VERSA - SMOOTH may be obtained by contacting the Director of Technical Services. AWAPLAN PREMIUM FR, VERSA -CAP FR, AWAPLAN 170 FR, and AWAPLAN 170 are currently not available in a heat - welding grade. 8.4 COLD PROCESS APPLIED POLYESTER SBS MODIFIEDS This section applies to the following TAMKO products: AWAPIAN PRE- MIUM and AWAPLAN 170. Contact the Director of Technical Services for additional cold process tnctnhranc options. • Staving at the low point of the roof, install I ply of the granule surfaced membrane, side lapped 4 in. and end lapped 6 in. over the base sheet. The field of the membrane should be solidly adhered to the base sheet with an application of 'IAM.I'RO'" CI'A Premium SBS Adhesive at a rate not to exceed 1 - 1/2 gallons per sq uare, and the side laps and the end laps welded together with a hot air welder. CAUTION: Do not expose the cold adhesive w an open flame. 8.5 HOT ASPHALT APPLIED FIBERGLASS SBS MODIFIED This section applies to the following TAMKO product: VERSA -CAP FR:? Interply moppings of asphalt will consist of approximately 23 lbs. (±1594 per square for VERSA -CAP FR. The asphalt must be a minimum of 400 °F at *point of application. Asphalt meeting ASTM D -312 Type IV should be used for appli- cation of VERSA -CAP FR. Side laps of the VERSA-CAP FR membrane should be 3 in. (consistent with the factory selvedge). The entire sheet, including the side lap. must be totally adhered in hot asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the inspection when determining proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in. width should be covered with granules. End laps of the VERSA -CAP FR membrane should overlap the underlying sheet by a minimum of 4 in. The protrusion of asphalt from the end lap is acceptable and provides a checkpoint for the proper application of the material. All end laps should be staggered or a modified cap sheet installed over each row of end laps. VERSA -CAP FR should not be applied with asphalt which is below 4O0°F at the point of application. Do not mop the asphalt more than 4 ft. in front of the roll. Immediately press the roll into the hot asphalt by applying pressure to the factory core in the roll. To ensure satisfactory performance, the VERSA -CAP FR can be unrolled and allowed to relax prior to application. Alternately, VERSA -CAP FR can be unrolled, cut into lengths of 12 to 18 ft. and allowed to relax and flatten prior to application. 8.6 BUILT-UP ROOFING Interply moppings of asphalt should consist of approximately 23 lbs. (=15 %) per 100 sq. ft. of roof area. Excessive Interply moppings should be avoided as slippage may result. Allow time for the asphalt to set up before walking on completed plies of glass felts. Displacement is inversely proportional to the set time. The flood coat should be uniformly applied at the rate of approximately 60 lbs. (±15 %) per 100 sq. ft. of roof area. Recommendations for weights as stated are based upon application under average conditions. Application at extremely low or high temperatures can result in variations from the prescribed limits. For roof deck surfaces or insulating material which absorb asphalt, the asphalt must be applied in a quantity sufficient to assure adequate adhesion. Organic roofing felts should not be permitted to remain ovemight without surface protection. The base ply in all specifications should not be allowed to remain open without surface protection. Phased application of TAMKO commercial roofing materials is not acceptable? - Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean. All roof drain areas should be glazed immediately upon Installation. All felts and coated rolls should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Care should be exercised to avoid heavy brooming of fiberglass ply sheets. Sheets should not be "dropped" or nailed and turned back. End laps should not be less than 4 in. Excessive traffic on any roof is discouraged. 9.0 SLOPE NAILING REQUIREMENTS All nailing should be done through flat metal caps or with nails with attached raps of a minimum 1 in, in diameter. Gravel surfacing on slopes exceeding I -I/2 in. per 12 in. may experience movement of the pour coat and therefore the designer may wish to choose an altemate surfacing method. L • t In n.mlahle decks, ;dl plies ul rootin na mhr:nu uxd m the consu'ucnun ul asphalt hutlt•up roofs on slopes exceeding I in. Iter It. should he hacknailcd approximately 4 in. down from the upper edge at intervals not to exceed 24 in. On non - nailable decks or insulation, treated wood nailers should be provided on slopes exceeding I in. per ft. These nailers should be installed horizontally. Roofing felts are installed parallel to the slope. Roofing felts and all end laps are fastened at 6 in. intervals across the width of the sheet to the nailer (see Section 10.0). Spacing of wood nailers should not exceed the recommendations of the roof insulation manufacturer. AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN HEAT WELDING, AWAPLAN 170 FR, AWAPLAN 170 or VERSA -CAP FR: Fastening of the membrane is required at 6 in. intervals across the top of the sheet on slopes above 3/4 in. per ft. T membrane should he applied parallel (i.e., strap) to the slope of the roof. Fastening requirements fur slopes over 3 in. per ft. should be obtained from the Director of Technical Services. 10.1 NAILING PATTERN Plywood Gypsum - poured (1 -7 Days) Gypsum - poured (Aged) Non - nailable Deck Wood tongue - and - groove sheathing Wood Nailer Nailable Deck 10.0 BASE PLY FASTENING The standard nailing pattem for base sheets applied to nailable type decks is illustrated in the diagram to the right. Nail the sheets along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along two lines located 12 in. from each edge of the base sheet. Wind conditions in some geographical locations may require increased fastening al critical areas of roof coverings, or the use of 3 in. plates. Factory Mutual data sheets 1 -7, 1 -28, 1 -47, and 1 -49 contain specific information regarding fastener and insulation pattem requirements. The responsibility for determining adequate fastening is that of the architect and/or engineer. Staple fastening systems are acceptable on wood decks when they comply with code requirements. Contact the Director of Technical Services for more information on base ply fastening. 10.2 FASTENER RECOMMENDATIONS The following is a guide for fasteners to secure roofing sheets to nailable decks. TAMKO assumes no liability for the performance of the fastener or deck material. Type of Roof Deck Applicable Fasteners Roofing nail, 1" cap min. Roofing nail, 1" cap min. Nail -Tile Type A Tube -Loc or Do-All Nail Hardened, 1" cap min. Precast -metal edge plank Do -All Nail Hardened, 1" cap min. Lightweight insulating concrete Insuldeck Loc, Tube -Loc, or Es -Nail; 1" - 3" cap min. Structural wood fiber Insuldeck Loc, Es -Nail, or Tube -Loc Nail; 1" cap min. For more information about fasteners, refer to the Single Ply Roofing Institutes' (SPRI) Fastener Selection Guide or Fasteners, available from the Roofing Industry Educational Institute (RIEI). 11.0 ASPHALT All asphalt, including modified mopping -grade asphalts, must meet ASTM D -3 TAMKO endorses and recommends an identification system for mopping -grade asphalts and the use of such identification information. This information should be printed on the asphalt packages or bills of lading covering bulk asphalt and should include: 1. ASTM D -312 Type 1,11, IV 2. Flash point 3. Equiviscous temperature TAMKO recommends that all asphalt be applied at the EVT temperature spe- cific to the application method as printed on the asphalt canons or bills of lading. (Sec Section 8.0 for AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN 170 FR, AWAPLAN 170 and VERSA-CAP FR temperature requirements) Where a TAMKO specification calls for Type 11 Asphalt, and Type II is not available in the local area Type 111 may be substituted. Asphalt temperature should not be held above the finished blowing tempera- ture for more than 4 hours. Temperature measurement equipment should be checked at periodic intervals to ensure proper thermal treatment of the asphalt. Excessive heating can cause degradation of the asphalt. Refer to individual specifications for asphalt type requirements. ASTM D -312 Kind of Asphalt Max DIE Modified Type 1 Dead Level Asphalt Type II Flat Asphalt Type 111 Steep Asphalt Type IV Special Steep Asphalt 'Except in 1'1., TX, NM, AZ, CA. N/A 12"' 3" 3" N/A N/A 1/4" 3" 12.0 ROOFING CEMNNTS, COATINGS, AND PRIMER TAMKO now offers TAM - PRO; " a complete line of asbestos -free professional grade cements and coatings to further meet your roofing requirements (see Section 3.2). The following information represents the minimum requirements which must be met for acceptable cements and coatings to be used in a system which is to have a TAMKO roofing system guarantee: Cold Process Adhesive ASTM: 3019 Type 111 Plastic Roofing Cement ASTM: D -4586 Heavy•Bodicd Flashing Cement ASTM: D -4586 Wet or Dry Surface Cement ASTM: D -4586 Fibered Roof Coating ASTM: D -4479 Fibered Aluminum Roof Coating ASTM: D -2824 Asphalt Punter ASTM: 0-41 U.L. Rated Emulsion ASTM: D -1227 Nonlibcred Roof Coating FED: SS -A -701 Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean. BECAUSE OF HEALTH CONCERNS OVER THE USE OF PRODUCTS CONTAINING ASBESTOS, TAMKO DOES NOT RECOMMEND, NOR ENDORSE, THE USE OF SUCH PRODUCTS IN ITS SPECIFICATIONS. HOWEVER, SUCH COATINGS ARE COMPATIBLE WITH OUR SYSTEMS. 13.0 APPLICATION OF SURFACING Aggregate Approxim 400 Ihs. of gravel or 300 lbs. of slag should he applied in approximately 60 lbs. (±15%) of asphalt per 100 sq. ft. of roof area. No more asphalt should be spread or poured at one time than can be immediately Covered with gravel or slag. Gravel and slag or other acceptable surfacing material should be 1/4 to 3/4 in. in size, substantially opaque, dry, and free from dust, loam or other foreign materials (comply with ASTM D- 1863). Smooth: Application of the surface coating for smooth - surfaced roofs shall follow TAMKO's recommendation for the particular specification used. The recommended product application rates are: 1. Fibered aluminum coating 1 -1/2 to 2 galsisq. 2. Emulsion coating 3 gals. /sq. 3. Asphalt surface 20 to 25 lbs. /sq. Granules or chopped fiberglass may be added to an emulsion coating at the option of the designer. Asphalt glaze coating prior to the application of an aluminum or emulsion coating is not recommended except in drain areas. Smooth- surfaced roofing systems do require routine maintenance and periodic resurfacing. Coating resurfacing is the responsibility of the building owner. Frequency may vary depending on climatic and environmental conditions. TAMKO is not responsible for maintaining the roof coating. 13 r ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued t Ian 170" is a suitable altarnata for - Awsplan" in any of dt. folowing roofing systems l ylan ". jnimum tongue and groove board is a suitable altemate for 1/2 in. plywood decks with 55 Inked. 'ass FR is a suitable alt.rnat. for the first base sheet in any of dte following roofing sys. .s. is s suitable ahsmate base sheet for use in any Roofing System limited t0 use over tustibl. deck. •n VersaSmooth is s suitable ahsmate for "Awsplan Smooth' in sny of tM "Awaplan' pst.d below. acne or ph.nbllc insulatfon can b. used in any of the fo11owip04naulstsd noncombwtibls :when covered with s minimum thickness of 1/2 in. psrUte or *obd fiber board ASPHALT FELT SYSTEMS WITN NOT ROOFING ASPHALT s Y I1r ph sheet can replace - Tam•Glass" in the following Class A, B or C roofing systems, r Chan' venting base sh..tcin replace "Glass•Bas.' base sh..t in the following Chars A. B ng systems when tirnit.d ro noncombustibls decks. y-Ply' is a suitabl. alternate to Glsu Bass in any of the following systems. sowing noncombustible systems may b. instalted over a minimum 1/2 Type X gypsum Fhanically fastan.d 10 • combustible deck for the rating w bs msintained. otherwise indicated, these constructions may utilize sny thickness of p.rllt., glass fiber, sn., isocysnurata, combination isocyunwate /perlite or potyuryihane /perite insulation hol •r nailed. Wood fiber insulation is a suitabts substitute on non mbustible decks only. Cteu A .k NC fnclln.:3 • Shst (Option.Ik 1 0r more luyers of Vent -Ply, hot mopped In place. :Sheets: 3 layer Type 15 perforated asphalt orgunic•f.lt (in- er 4 layers conv.ntion- •ype 15 perforated asphalt organic -felt hot mopped at 25 Ib /sq/luyer. )acing: Gravel, crushed stone or stag. •k; C -15/32 lncllne: 1 M Sheet Typ. 15 asphalt organic felt bas. sheet hot mopp.d. ISheets 3 layers Type 15 perforated asphalt organic -felt hot ¢fdpped lacing: Gravel, crushed stone or slag. :k: C -15/32 Incline: 3 ' • Sh..t Typs G2 "Glass Bus.. 'Tam Pry M', 'Vapor Chan, "!3 Ib Base Sheet" or 'Tam s Premium" hot mopped or nailed p_. : Sh.ets: Min 2 layer Type G1 'Tam -Glass Premium hot mopp4 tscing: Gravel in a ftood coat of hot roofing asphalt at 60 Ib /sq. - 1c NC Incline: 3 • Sheet Typs G1 'Tam -Glass Premium" ply sheet er Type 02 'Vent -Ply" bas. shs.t hot •ped or nailed. Sheet*: Minimum 2 layer Type GI 'Tam -Glass Prey^' -+ hot mopped. 'acing: Gravel in a flood coat of hot roofing aspha :t1 Ib /sq. k: C -15/32 Incline: 3 elation: 1 in. minimum glass fiber or partite, nailed or sprinkle mopped. a Sheet (Optionsl) Type 02 bas. sheet "43 Ib. Base Sheet'. "Glass Bass `lent -Pty" ype 01 ply sheet 'Tam -Glass Premium', hot mapped ar na.led. She.ts 3 layers Type 01 "Tam -Glass Pr.mium' or Tam Pty N, hot mopped. .sc.ng: Gravel in a flood coat of hot roofing asph t 60 b /sq. c NC r Sheet Type G2 "Glass Sasi'.'Tam -Glass Prem..::n or 'Tam Ply IV". hot mopped. Sheets: 2 er more layers Type 01 'Tam -Glass Premium" or 'Tam Pty tV", hot mopped. acing Type 03 "Tam-Cup. hot mopp.d. c NC Incline•. 2 lation (Optionatk 1 -5/t6 - 3.1/4 in. max. in. glass fiber perlite or woodfiber, isocyanurate akie mopped. r Sheet (Opdonetk 1 or mor. Typ. G2 'Vent Ply. 'Vapor Chan ", Tames Pr.mium' 't M' er "Glass Bssi' hat mopped- : seta : 1 layer "Awsplan" smooth surface (modified bitumen), 110t mopped. I e surface (modified bitumen). heat fus.d. acing: Type 03 'Tam Cup ", hot mapped. t: C -15/32 Inclin.t 1/4 • Sheet Type 15 ' 43 Ib Base Sheet ". 'Tam -Glass Premium Tam Ply tV" a "Glass Bas. , d ihe.s. 2 or more layers Type 01 'Tem - Gtass Prem. m'. hot mopped. acing Type G3 ' Tsm•Cup °, 110t mopped. c C -15/32 Incline: 1 ,Sh..t One 0, more Oyer of Type G2 Glass Bas.'. 'Versa Bata'" or 'Vapor Chan ". 1105 ped or mechanically fastened in place. ih.et One or more layers of Type G2 "Tam -Ply tV" or 'Tsm•Glsss Premium. hot mopped Id Sheet Type 03'Tsm.Csp ". hot mopped in place. • c C -15/32 lnclins 2 Sheet One or more layer d Typ. 15 "$43 Bas. Shut ", hot mopped ar m.chanieally ned in place. :hest Two or more pli.s of Type 02 'Tam -Pty IV" or 'Tam-Gtau Premium ", hot mopped ace. Sh..t Type 03 'Tam -Cap ". hot mopped in place. C -15/32 tncllne 2 Shat One or mor. layers of Type 02 "Glass Bas. ", 'Versa Bas.' a "Vapor Chart ". hot: ).d or mechanically fastened in plan or gravel, 60 lbs/sq in. hot roofing asphalt ett. ,br.ne On. layer of "Awaplan Smooth" ( modifii.d bitumen) hot mopp.d in place. rr S1 ..t Typ. 03 Tam—Cup. hot mopped in plan. i NC Incline 3 • — • Sheet One or more plies of Tant -P►y tV'. Mt mopp.d w m.chaniutly 5 astr5d or "Awsplan' ss rz ROOFING SYSTEMS (TGFU)— Continued Ply Shete One or more plies of 'Tam-Pty tV hot mopped or mechanically fsat.n.d Surf.cing Gravel, crushed *100501 cnasMd slsg. In a flood twat of hot roofing asphalt Cless B 1. Deck C -15/32 tnclhtsc 1 Base Sheet One or more pfi.s of Type 02 "Glass Base ", Type 15 "*43 Base", or Type G2 'Vapor Chan , hot mopped 01 mechanically fastened in place. Csp Sheet Type 03 TamCap', hot mopped in place. 2. Dock C -15/32 Incgn* 3 Base Shat One w more plies of Type 02 "Glass Bus.'. Type 15 " *43 Bus', Verss Buse' or Type 02 Vapor Chan : hot mopped 01 mechanically fastened in place. Ply Sheet On. 0, mars ptie>t. a? Typ. 02 Tem -Ply IV". Tam.Glsss Premlutn` . or 'V.rssS Base : hot mopp.d in plus.. • Cap Sh..t Typ. 03 "Taan•Cap hot mopped in plat.. 3. D.ek C -15/32 Incline: 1/2 5... Sh..t On. or more pti.s of Typ. 02 "Gists Bas. Type 15 "43 Bus." "Versa Bsu. or Type G2 'Vapor Chun ", hot mopped a m.chanically fastenad in plat.. Cap Sheet Typ. 03 'Tam -Cap ", hot mopp.d in pluce. Class C 1. Deck C -15/32 tndtln.t 1/2 Insulstio0r 1 - 1 -15/19 in. glass fibs. p.rtite or wood fiber, nailed or spnnkte mopp.d.. Ply Shat 3 tay.rs Typ. 01 Tap►Gtass Pr.mium" er'Tum Pty M, hot mopp.d. Sudacing: Glaze coat hot roofing asphalt D.ek C -15/32 fneltn. 1/2 - 5... Shst Type 02 "Glass ►s.'. Tam Glass Pr.mium", 'Tem Ply tV or "43 Ib. Bas.", nailed or spot mopped - PIy Shst 3 lay.r Typ. G1 'Tem -Glau Pr.mium' or 'Tam -Ply IV", hot mopped. Surfscing: Glaze coat hot roofing asphalt ' , 3 Deck C -15!32 • tnclln* Unlimited Bass Shs.t One or more phi . Typ. 02 " Glass Bas. ", " *43 Bas. 'Versa Base' or "V► por Chan". )i hot mopp.d or m.0 ic.Uy f.sten.d. Ply Shst (tree or more plies elf Typ. 02 Tatn•Ply IV or Awaptan Smooth" (mod fled bier men). hot mopped in plucs. • . • - C.p Sheet Typ. 03 'Tam -Csp )iO't mopped in piece. COMBINATION NOT AND COLD SYSTEMS tlnl.0 otherwise indicated th.st constructions may .tiiize any thickness of p.rlhe. -.:s fib.r, polyurthana, isocyanurate, combination isocyanuret. /p lits or polyurethane /p.rllt. Ins:. .-:on 1101 mopp.d or nailed. Wood fiber insuladon-ls s- suitabl. substitute on noncombustible decks only. Ctas. A 1. D.Nt.d. 2. Deck NC Incline 1 -1/2 Ply Sh..es 3 or more toyer* Typ. G1 '1sm.Glass Premium" or 'Tam Ply IV , hot mopp.d. Surfacing: Cold Costing, Grundy's "Fib.rsd Asphalt Emulsion Roof Couting, 039" st 3 guVsq. 3. Deck C -15/32 Indin. 1 tnsulstion: 1 in. minimum glass fiber, perlite. wood fiber, r- ' °'ethane, isocysnurat. 01 comb)- nation isocysnurat. /p.rhte nail.d or apnnkle mODp.d. Bas. Shs.t (Option.lk Typ. 02 "Glass -Bas. or Type 01 ply sheet 'Tam.Glusa" nailed or hot ROOF COVERING MATERIALS (TEVT) 486 mopp.d. Ply Sheet*: 3 layers Typ. G 1 'Tum -Gtaas Premium hot mopped. 4. Surfacing: Cold coating Pur. Asphalts "Fiber.d Asphalt Emulsion Roof Coating" at 3 gaVsq. 4. j. Deck: C -15132 Incline•. 1.1/2 Insulation (Optional Glass fiber, perlite. 2 in. max. Bas. Sh..t Typ. 02 "Grass Bas.', "43 Ib. Bas. ° or 'Vapor Chan ". nailed, sprinkle or h:. mopp.d. Ply Stt..ta: 3 1; ors Typ. 01 Tam -Glass Pr.mium' or 'Tam -Ply M, 110* mopped. Surfscina Cold :outing Pur Asphalt's "Fibered Asphalt Emulsion Roof Coating" at 3 gsVsq. 5. D.ek: C -15/32 Ineitn.e 3 !• -hion: Glass fiber, wood fib., or p.rtit. 2 in. man 6a.. Sheet Typ. 15 "43 Ib Bas. Sh..t" or "Glass Bus. nait.d or hot mopped Pty SIw.t 3 lay.rs Typ. 01 'Tunt-Glass Premium "; hat mopp.d. Sudscing: Cold coating, Pure Asphult's "Fib.red Asphsl Emulsion Roof Coating" at 3 gaVsq. Ct.0 B 1. De . C -15/32 Inclin13 Bas. Sheet One or more pli.s of Typ. 15 " *43 Bas. Shut ", hot mopped or mechanically fastened in phut.. Pty Slt.et Two oe mar. ptiss 05 Type G2 Turn Ply rt tr 'Tam - Gluss Premium ", hot mopped in plate. Surfaclng: G,undy's "Fib.r.d Aluminum Roof Couting ", ,li.d st 1.1/1 t ,at /sq. 2. D.ck: C.15/32 b-c..ne: 1/4 Bas. Sh..t On. 0r mor. plies of Type G2 "Glau Bas.'. "V.rsu Bas. oe 'vapor Chen, hat mopped of m.chanically fast.n.d in place. Membrane: On. tay i of "Awsplan Smooth", " Awaptan 170', " Awaphan' or 'Awsplan FR" (modifi.d bitumen), hot mopped in place. Surfacing: Grundy's "Fib.r.d Aluminum Roof Coating', applied at 1.1/2 gsVsq. 3. D.ck C -15/32 tncpnsc 2 Cap Sh..t Type 03 'Tam -Cup' (inverted). msohanicalty fastened in place. - Menrbrsn.: On. layer 0 "Awaplan ", "Awaplan 170" or "Awaptun FR" (modified bitumen), hot mopped in plan. Surfecing: Gaindy's "Fib.r.d Aluminum Roof Coating", applied at 1.1/2 guVeq. Ct.ss C 1. D.ck 615/32 tndln.: 3 IISuladon 1 to minimum glass fiber, p.rlit•, wood fiber, polyurethane, isocysnurat* or combs nation isocyanurst./p.riit. nailed or sprinkle mopped. Ply Sha.ts 3 or mor tsy.r Typ. 01 'Tam•Gtsss Pr.mium', hot mopped Burfadng: Cold coating, Pure Asphslt's "Fib.r.d Asphal Emulsion Roof Coating st 3 gaVsq. . . CS Underwriters Laboratories Inc -. ril 21, 1995 r. Richard Zegelbone Topical Avphalt Prod, Corp. 904 :youth 3iyt Avenue I vllandale, N1, 33U09 ur Reference: Deck: C 15/32 Dane Sheet; Ply Sheet; Coating, RA/ s r /r+{ WP5 /SU /R12124 .A2R L2139 Pile R12124 D ar Mr. Zegelbone; iu in responad to your letter dated April 19, 1995 r questing an engineering study for the following roof uystuin. CLASS A Incline: 1 One or more plies of Type 02, mechanically tautened. Three or more plies ue Type Gl, hot mopped in place. "120 Alwna - writer applied .at 1 -1/2 gal per uq. Ra ed on existing teat data of epitome which would contain ui filar componcnc:u. Lha above uyutaru would qualify au a clean A Ve truly yours, Reviewed by; ROO .R ANDERSON (x43281) DOUG C. MXLLGR (X43262) Lug flooring Aauociate Engineering Team Leader Eng neering Services, Dept 411 Engineering Services, Dept 411 TIP STl I Aii3S '9I0 - n WCILT12130.!. 337 1u g3ien Ak.l teirtAlgook. Uli tuir fiOtll i)Wtl ? n -uuuo fAil Nu. (NUJ :re-sin MCI Mel Pis. U4 -3J4l Wig UlJrn NOHIlwi117t III& No. am .43343 A Warta - prom ammitWNI WnuSgI * I gi.,hty Wrytts .1 0 1 May 20, 1996 Attn: Andy Bieier Roofing Supply FAX: 305- 633 -997 RE; ACEBO ROOFING Dear Andy: This letter is to confirm that TAMKO will accept the use of Tropical Asphalt et Products #120 : Fibered Aluminum Roof Coating over a TAMKO roofing system if the g D -2824. Should you have any questions, please feel free to contact me. Sincerely, Dodie Webster Technical Services Division TAMKO mooring PRODUCTS COFIPORATE HFAOOUARTEAS 270 W FOURTH STREET r'.O. BOX 1404 JOPLIN, MO 64802- 800.041 -469'. FAX 417- 624-8935 Test Location Uplift Test Pull T or F) SS Test Location 26 Uplift Pull Test (P or F) P 5, Test Location 51 Uplift Pull Test (P or F) 1 eilt 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 1 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 _ .. 0 Owner's Name: Job Address' Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory 7® .c ,V q° s7" Roofing Contractor' C& ,go goo F //0 6- Type of Tile: 1 v i-- << Date Installed / 7 96 Approximate Roof Height: / feet Roof Pitch -F / Z Type of Access to Roof: Scaffolds X Ladder Other Approximate Square Footage of Roof' a-3ODft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. u Quesne, P.E. gineer 513 Du Quesne & Associa es, Inc. E.B. License #0005245 Lab Certification #94-0318.01 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION 1f TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Permit #• Environmental • Civil • Structural Building Inspection Services 40 397 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR N9. 11473 KETCH OF ROOF JOB SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE DATE NOTES. $KETCH OF ROOF JOB 7 o S /V , • 17 5 sr, /v1 !/4H1j SHEET NO Z OF G► ` CALCULATED BY ,6j DATE //"... / I - C CHECKED BY DATE SCALE / D �r L /-� . ,�r m ' �� f L �-T ,EPIAM EIZIIP1' '! s��,�►, n a Pm . ref a Ed In r a len „ .. - 4 1 A Ili A 7' 02 0 (J NOTES.