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399 NE 98 St (6)
Date Legal Description .Cb7 t ` ' E IC) / J Owner/Lessee / Tenant �(�� `�f1 �G. / Master Permit # C Phone - ?‘D y— Owner's Address Contracting Co. FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLA Job Address /7Iy- 3J Tax Folio 34 T I / qc � Qualifier State # OGCDC> Architect/Engineer Bonding Company Mortgagor 6 gef Square Ft. , 7 e2 /7 RADON Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: C.C.F. Historically Designated: Yes Address ss# --- -Phone a2 Cog 7r Municipal # Competency # Ins. Co. Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /X ,�° Y� , ! )( A ' ✓ » Z ` y P U Estimated Cost (value) / 01) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing Engineering Electrical No TOTAL DUE Id5r Date Date xi• Roofing • Residential • Remodeling • Commercial State Llc. Roofing Contractors CCCO20240 State Llc. General Contractors CGC007449 Insured Associates Home Construction Corp. P.O. Box 143528 Coral Gables, FL 33134 Phone: (305) Beeper: 4 Cellular: 2 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ( — p "' Job Address c_ J "I t E `I V Tax Folio Legal Description Historically Designated: Owner/Lessee / Tenant m Q-r 1 a SeCLnc! ro 1 Owner's Address Contracting Co. Sot P L o \e. (.X tL' Qualifier V 9 G o v ss# State # Municipal # Competency # Architect/Engineer Address Bonding Company Address Address Square Ft. 3` q KI E �& S-f- Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT (90 , RADON C.0 F APPROVED: �� / Zoning Building %u�' -//,'' -� / Mechanical Plumbing C------ Signature of Co Yes No Master Permit # Phone Address \ IU @ O l)U,W 091 Rife, ' — ®a UI q Ins. Co. Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL COOFING)PAVING FENCE SIGN WORK DESCRIPTION i l e ( . ©c f ED tor-. Thru 1, C %, L _ /A.: v ce_A Teak) eokt L - PW- -cx: ArisT" C3'7g (/J SL.7.23' LtY ppy � a 82 . Estimated Cost (value) 5V • CO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. actor or Owner- Electrical uild g)11)1.1.4(__ Notay, ag to Cnnt tor or Owner- Builder My Co ssion EXpirisl„ DUNN I1 Notary P:ttNic, State of Florida Gyii(1 My Cornrn. Expires Aug. 18, 1998 No. CC 401378 Bnnrbd Tr,' (Of iirwi iiairg re NOTARY r"' TOTAL DUE a Date Engineering BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date /e /1 19,,lk ELECTRICAL ❑ PLUMBING ❑ PERMIT N° 38598 ROOFING 0 Work to be performed under this Permit Owner of Building Architect tractor or Builder Legal Description Address of Building CONTRACTOR or BUILDER 7 7 ,74.e€ Cote 8rA7.3 I I BI 37, �� J. Contractor's License No. // 3Z /3 .S- Ste. /,4� Subdi- vision Sq Ft Value of II Amount of Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an. 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 hown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe •f Signed• \ (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation, 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 ii assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY MIAMI SHORES VILLAGE BUILDING D ZONING DEPARTMENT DATE: //219'( Gentlemen: Re: Property located at (address and legal description): -cam' 1 .4j ...c".7Nfzs ,�� � - �,� 9 As legal owner of ubject property, I request the cancellati9p of permit n tuber .3? 6'( issued to A-�s5�fee) S Tk> fig/ on lB)g( , for the following reason: I hereb apply as owner - builder, or authorize to apply for such permits asJare necessary to construct or complete the construction on subject property. I agree to hold014A4 5 f/i2.6 PreA .W.W rl. harmless and relieve it from any responsibility or liability for any legal action or damage resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I an requesting cancellation. STATE OF FLORIDA) SS: COUNTY OF DADE) "HOLD HARMLESS" LETTER The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this ?") day of Notary Public, State of Florida at Large oFrcir -: NOTARY SEAL ,7��� P,PONT!EL i:QgiitliSS!QN NUM OER CC401251 C MY co99m!SSIOPa EXP. AULi, 17 l! TO ALL WHOM IT MAY CONCERN: _ Whereas the undersigned h.5 0a./ or i 'v_S ,f c»?/ fS / ha been employed by 43A 14 A .DE'-i to furnish DeAB p.0 AA •..J 2) /4 f9-7 A & ' Cs/e--- 1pc9 A,Q17)T/G9A.,I /1/ f = ,Nsw4D RE /i of 2 , r# rat O ` _ .� o /2 •—•-• en 1= --- for the Building known as 3 ''Q A• 4 / fri City of / / ..._ - A /L. S Lot No. Section Township Range County of State of NOW, THEREFORE the undersigned for and in consideration of the sum of Dollars and other good and valuable considerations, the receipt whereof is hereby acknowledged, do hereby waive and release any and all lien, or claim or right to lien on said above described building and premises under the Statutes of the State of relating the Mechanic's Liens, on account of labor or materials, or both, furnished up to this date, by the undersigned to or on account of the said for said building of premises. Given under_ hand and seal this 2 2 Day of "O ✓e 4 Vn- A D., 19 9 ,r 'tatr of " ib A County of ® EZ CONTRACTORS FORMS FORM NO. EZ 117 HOME SAALBOA COMMISSION # CC 497478 BONDED TNAU Aii. me BONDING co., IWC. }SS. 19 9S (Seal) (Seal) s TnO DACE Pioneer Concrete Tile 1340 Southwest 34th Avenue - Dccrftclo Beach, FL 33442 PRODUCT CONTRO(, NOTICE OF ACCEPTANC'F, Your application for Product Approval of Pioneer Concrete Tile Nail -On. Mortar or Adhesive Set. Concrete "9 " eet :• Flag" R ^r[ nY Tile under Chapter g 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 ReJland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig LaLoratorics & 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 shall be valid for period of three years. The Building Code Compliance Department reserves the r!ght secure a product or tn at any time for a jobsite or manufacturer plant for Quality control testing. If product er rr.akrial 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 ;his product or material should any amendments to the South Florida Buildini Code be enact::: affecting this product or material. Tce capense cf such testing wii1 `< incurred by the Manufacturer. PRODUCT NO.: ACCEPTANCE : {•i ^1? ^� EXrIR CEC ? 2 1997 METROPOLITAN DADE COUNTY, FLORIDA METnO•DnDE FLAMER OUILDIN0 OUILDINO CODE COMPLIANCE DEPAIITMENT SUITE 1003 METRO.(MOE FtADLER BUILDING 140 WEST FLAOt.ER STREET 1.11.47,41. FLORIDA 33130.1503 (305) 3752901 FAX (705) 3752001 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE • THIS IS TIIE COVERSIIEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL. CONDITIONS. BUILDING CODE COMMITTEE This a .', :s:icn for Product ;.;.pn.cl has been reviewed by We Metropolitan Dade County Building Code Ccm,11_r +ce D : ;.anmcnt and a,prc .cf!..cy ^ e B_:Iding Code Committee to be used in Dade County, Florida under atio.iet - // -, METRO DADE rr■ METnONOLITAN DADE COUNTY, FLOn p ntETnO•DADE rLAGLEn 3UILDIrt,O DUILDINO CODE COMPLIANCE DEPAIW!.1ENT &UHF MT :Trio.on(e rtAOir.n UUIIGalct 140 WE5r Fl1,OLEfl .',II1CCr NOTICE OFAC ACCEPT E• STAriDARI) f ns�tLlL1(Th sunsn,, Flon! zsuo tr�s laes) era r: t FA:)( (505) 1. Extensions of Acceptance may be considered after a new application has been Bled and the su(:;oit,n: data, test reports no older than ten (10) years, have been re•evaluated. All reports of retesting shall bear the seal, signature and date of an engineer registered in the S:atc uf' Florida. - 2. Any revision or change in the materials, use, or mental of the product or process shall eutornaticall be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re 4. This acceptance shall not be used as an endorsement of any product for sales or adverising purposes. S. The Notice of Acceptance number preceded by the words Dade County, Florida, and fotlo,c.i t !!,_ expiration date may be displayed in advertising literature. If any portion of the Notice of Acc :3f s: is displayed, then it shall be done in its entirely. 6. Product approval drawings, where required for permit applications, shall be provided to the a; pli:.snt ! : the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints n.::.! not be re scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be causc for termination of the Approval. This approval supersedes all previous apps ovals. aui Rodriguez Product Control Division Supervisor r l�nli� SPl: * Pioneer Concrete Tile 1900 Northwest 21st Avenue For Lauderdale, FL 33111 • PRODUCr CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Prepared Roofing ,�,�'•f'a :c� ^ Tile i• Nail.on:Mortar Set/Adhesive Set S.��n•: Concrete Product Control No.: Approval Date: Expiration Dale: 94= 1017.04 OEC 2 2 1994 DEC 221991 Eyslcm DcscriBtion P,;.ncer Concrete Tile is a domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Per:ar.; Cement, plasticizer, iron and metallic oxides, and blended aggregates. F r I ! • -I� -s tr Pirzn: "r's �" Smooth Flat" tile prnfsle Refer to apprnpriatg profile. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged si eiaps provide a self- aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system a:cessorics are also available to make up a complete tile system. Pioneer's '9" Smooth Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "9' Smooth Flat' nail -on, mortar set or adhesive set tiles shall be 2 ":12'. See the •Profile Drawing" section in this approval for the "9" Smooth Flat' profile drawing. The Pioneer "9" Smooth Flat' tile profile has been tested for both wind characteristics and static uplift erfonnance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this approval. Contact: Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 (S00) 624-4152 Raul Rodrigucr Product 9" Smooth Flat Tile Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dlmenslons Specifications 1- 16" PA 112 w - W thick I - varies PA 112 Accessory trim, concrete roof pieces w — varies for use at hips, rakes, ridges en va varying thickness terminations. Manufactured for each tilt profile. 2 Product Control No.: _22.21:1017.0•1 _ Product ac crltulon Flat, catrudcd concrete roof tilt equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. 030 Fell e4) Coated llasc Sheet Leneinglex•ZB 140 Underlavmcnt Rainproof II Ice - ^d Wat_r Shic!d 1-lashing Cement TRADE NAM ES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A Teat S.necificllions ASTM D 226 type 11 ASTM 0 2626 Mineral Surface Cap N/A ASTM D 249 Sheet 59 x 164' roll 22 Ibs.'roll 30 - x 75' roll 36 x 75' roll or 60 x 75 roll ;i5" z 75' roll PA 104 PA 104 PA 103 1Y,2 g Ak;ha1t 1:/A ASTM D 312 type III or IV /A ASTM D 4586 Product Control No.: 94.1017 04 Product Description Saturated organic felt to be used u a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply undcrlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply undcrlayment system. Single ply, nail -on underlaymenl. Single ply, nail -on underlaymcnt with 2" self - adhering top edge. Self - adhering underlaymenl for use as a top ply in a two ply underlaymenl system with approved 130 or 043 u the base layer. Asphalt for bonding a mineral surface cap to a mcch. attached base sheet in a double ply underlaymenl system. Cut back, asphalt based, asbestos free, fiber re i n forced, (rowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. PCA 1194 -0527.0S Protect -O -Wrap, Inc. PCA M94 -0714.01 Wit Grace Co. PCA 1192.1116.01 generic generic product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("TI IcTiteT m") Roof Tile Mortar ("Quikrete® Roof Tile Mortar MI 140 ") Dimensions N/A min. 12 ga. with 1 /," head min. 32 ga. min. l' / o.d. mu. 2' o.d, yertical min. 1" z 4" horiiontal min. I' x 4" for use with vertical battens or min. 1' x 2' for use alone min. 8d x 2'h" or min. 10d x 3' min. 08 x 2'h" or min. 010x2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP'. 2 PA 114 Appendix E PA 114 Appendix E PA 12) ,PA 12) Product Control No.: 9.1.5.17 ^' Product Desc rlpllnn Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, elcctro or mechanically gale. roofing nails for case in underlaymenl attachment. Corrosion resistant circular disc for use in undcrlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, coarse thread ..00d screws. Prepared mortar mit designed for mortar set roof tile applications. Prepared mortar mix designed for mcnar sct roof tile applications. LLSa11111tur.r( gcncric gcncric gcn.nc generic generic gent; ie Bern-L.' -a Roo: Company, In: PCA 4194 - 0614.0 Quikrctc Cons■n,ct.,r ("ro.inels I'CA 1(94.0303. 9 I ' rreduci Roof Tile Mortar ('BONSALZ Roof Tile !•1onar Mix") Roo( Tile Adhesive (Polyprc AH 160) Hurricane Clip Q Fasteners 'alley F!uh -.g D,i2 Dir*tcrgaiu N/A N/A - rli:s th id Cr, ,mmn. 0.0(.0" Ihtck rn Lr Sd . min. 26 ga. min 15' min. 26 ga. min. 2" face Range min. 2 dee . flange Test Cpccificatinru P A I 23 PA 110 PA 114 Appendix 0 ASTM A 525 PA III S Galvanized steel valley flashing Product Control No.: 94• t_ 0 t7 04 Product petcrlptlon Prepared mortar mix designed for moral set roof tile applications. Adhesive designed for use in roof tile applications. Corrosion resistant bronze, aluminum, stainless steel, galvanized steel or plastic anachment clips for supplemental tile attachment. Clips are insulted with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Galvanized steel drip edge Manufacturer W.R. Bonsai Co. PCA #94 -0628.03 Polyfoam Products, Inc. PCA/ 94. 0401.01 generic generic generic Test Agency Redland Technologies Redland.Technologies The Center for Applied Enignering, Inc: The Center for Applied Enigneering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. TestwelI Craig Laboratories & Consultants, Inc. TEST REPORTS Test IdentiRrr 7161-03 Appendix III 7161-03 Appendix 111 94 -084 94-060A 7161 -03 Appendix 11 Product Control No Test Natmeacpor1 Da:c Static Uplift Testing Dec. 1941 PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Lever Dated Aug. 1, 1994 Wind Tunnel Testing • PA 108 (tiail.On) P0631 -0 I Project No. 307025 Test fIMDC -77 Lab W: YQ -I2 Tcch: A. Porcello 6 Wind Tunnel Testing PA 108 (Mortar Set) Wind Driven Rain PA 100 _9_:1411 Dee. 1991 May 1994 t.1arch, 1994 Dec. 19)1 Aug 1994 July I42: PO402 Withdrawal Resistance Sept. 199) Testing of screw vs. smooth sham; nails O 994 Physical Properties Sept. 1994 PA 112 Deck Type: SYSTEM A: Slope Range: Undcrl3ymcnt: Vertical Battens: (Horizontal Ba ttens: Root Tilc: Continents: Food, Non- Counter - Batten Application SYSTEMS Deck Description: New Constntetion "/ „” or greater plywood or wood plank. Product Control No.: 94-1017.M 2 "to 7':12" Nate: Counter- Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and arc optional for slopes of 4 ":12" to 7":12 ". For slope exceeding 7 ":12 ", refer to System C. Install choice of approved underlayment systcm, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. 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 (lashing 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 Section 2.10 and 3.09 of PA 118.) Install horizontal battens of pressure treated or deny resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with approved, corrosion resistant fasteners. (See Sections 2.10 and 3.09 of PA 118.) Install tile in compliance with PA 118 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 resistance expressed as a moment to meet or exceed the required moment of resistance determined in- compliance with PA 1 1 S or PA 127. I. For re-roof applications, " / „” plywood is an acceptable substrate. 2. Clips are required on all cave tile. Deck Type: Deck Description: SYSTEM 13: Slope Range: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction " / „” or greater plywood or wood plank. Direct Deck Application 2. Clips are required on all cave tile. Product Control (4o.: 4 ":12" to 7":12" Prole: System 13 is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer System C. Underlayment: Install choice of approved underlayment system, noted on Pogo 1 or 2 c;` Ds.(c County Protocol PA 118, in compliance with Section 3.02 of PA I 1 S. Install tile in compliance with P. 118 using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. 11 c method of attachment utilized shall provide sufficient attachment resistsitcc expressed as s moment to mat or exceed the required moment of resistance determined in compliance with PA 1 1 S or PA 127. 1. For re -roof applications, " /, plywood is an acceptable substrate. * Deck Type: Wood, Non - insulated Deck Description: New construction " /„" or greater plywood or wood plank. SYSTEM C: Slope Range: lr'n ,Zocring Tile: Conn ., r,ts SYSTEMS (Co:NTINuEo) Product Control No.: 24•t_ Ot7 Horizontal Batten Application ":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. Install choice of approved underlayment system, noted on Page 1 or 2 of Dade Co-ir, :y Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal flattens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum Y,' gap ^ -twecn each 4 foot length. Horizontal battens shall be installed over the u::dcrlaynent system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See Sections 2.10 and 3.11 of 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 resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. 1 For re•:oof applications, " / „- plywood is an acceptable substrate. 2. Clips are r:;uircd for all cave tire. 9 s! Rodriguez Deck Type: Deck Description: SYSTEM D: Slope Range: Undcrlaymcnt: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction "/ „” or greater plywood or wood plank, Mortar or Adhesive Sc t Application Product Control No.: 9a.tnt7 r'1_ 2 ":12" to 7":12” Note: System D is only acceptable in this slope range. For slopes in coeds of 7 ":12 ", refer to System C. Install choice of approved undcrlaymcnt system, noted on rage 1 ,;f D:,!; County Protocol PA 120, in compliance with Section 3,02 of P:\ 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the npprovcd mortars or adhesives noted in this approval. Mortar or adhesive shall be s; plie,! in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide Sufficient attachment resistance caressed as a moment to meet or exceed the required moment of resistance deetmined in compliance with PA 115 or t',\ 127. The mortar and adesive attachment data is noted in Table a, attached. I. For re -roof applications, " / „” plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the I three courses of talc shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Tess than'/," which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pi:chcs 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile, 1. The standard in tile applications tile applications 2. All nail -on tile and horizontal having a roof pi C. SYSTEM LIMITATIONS Product Control No.; Minnum roof pitch for Pioneer "9" Smooth Flat ", nail - on, mortar or adhesive set is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set is 7" rise in 12" run (7 ":12 "). applications having a roof pitch less than 4 ":12" shall be installed over both vertical batters_ ( "Counter - Battens "), as noted in System A. All nail - tile applications telt in excess of 7 ":12" shall 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 (Ilan that of the preformed holes in the tile. 4 . System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail-on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. ,".Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide suncient attachment resistance expressed u a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127, 5. For nail -on tile applications, an cave clip is required on all cave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an iltemate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/," which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. for roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning,at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tilt applications, a field static uplift test by a Dade County aebredited testing agency, in compliance vvith Dade County Protocol PA 106, shall be required not less than 30 days after ,ppl;cation to confirm tile adhesion. The results of this testing shall be reported to the - 9i/tiding Official end the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 105 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tilts and 10% of perimeter area (i.e. rid;eJra..c) rile with approved tle adhesive. The installer shall place an identifiable marking on each repaired 11: far f,at.re reference. Any PA 106 retest shall not include any marked tile. 7. rot mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance w; :11 Appendia'A' of Dade County Protocol PA 120. /1 / r SYSTEM LIMITATIONS (CONTINUED) Product Control No.: •tQl n.t 8. All tiles shall bear the imprint or identifiable marking of the manufacturers Hama or logo for identification in the field. 9. The Pioneer "9" Smooth Flat" tile profile has been tested for both wind characteristics and state . uplift performance, therefore, attachment calculations for installation in compliam„c with Dad: County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Bu;!din Permit, a copy of Pioneer'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 be made to appropriate data for the required fire rating. 11. The 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. Srmp:es taken shall be in compliance with Dade County ProtoctiI PA 112, Appendix 'A'. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Table 2: Restoring Moments due to Gravity - M, (ft-lb() from PA 102 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Eauens Direct Deck Ba'.ens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck ICne.er 9' Smooth Flat Tile , t_1 .41 5, 4 27 5.31 4.87 5.20 4.75 5.07 4.39 WA Table 1: Aerodynamic Multipliers - a (ft') from PA 108 Testing Tile Profile X (ft') Batten Application X. (ft') Direct Deck Application Piercer 9 Srnostnfial Tilt 0.13 0.14 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-lb() from PA 102 and PA 102(A) Testing Tile Profile Tile Application s Approved Nails Approved Screws Approved Field Clip With: App oved Eave Clip With: 1 cad J 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails 1 2 ::necr9' ISmo,ln Fiat Toe BaUens 4.r3 7.40 5.40 9.10 24.20 34.80 22.10 32.20 D.re:t Deck 9 50 1 18 80 25.30 41.30 24.30 35.50 19.00 31.90 Table 4: Attachment Resistance Expressed as a Moment • M, (tt•Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance a 9" Smocth Fla! T Mortar Set 39.00 AC ^.esive Sel 118.90 I • • DATA FOR ATTACHMENT CALCULATIONS 3 R3.,1 Rc ny :z Product Control No. 94-1(117 04 THICKBIJI7 PROFILE DRAWINGS PIONEER 9" SM00TII FLAT TILE 14 Product Control No.: r1,(.11 r, 1 BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor, or Builder to Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA ❑ DATP. PERMIT N° 6466 Contractor's Po G License No. Owner of < t Building d" d o , C BI Signed Work to be performed Linder- this Penndt • ce CONTRACTOR OR BUILDER BY Subdi- vision Value of Amount of /J Project $ I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes- the responsibility for a thorough knowledg9 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. d 4 INSPECTOR 4 / f • ,BY AUTHORITY 1 \� 195.E In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, se t or employee. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building a PERMIT Architect s Contractor ` "' / or Builder fi Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA B1 DATE 19 " N ° 4242 Contractor's License No. Work to be performed under this Permit !1 CONTRACTOR OR BUILDER BY n�. I> Subdi- vision ' Value of .." . II Amount of ! ' Project $ . . ` < ? II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion 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 respon- sibility for work done by his agents, servants or employees. n ; Signed. �, , G INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY ABBOT Registered Architect and /or Engineer Name and address of licensed contractor L ✓"(- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address __ /. ° O) Le--7, -6- Date / /0 No 5' 9 / Street 9 9 T z u Location and legal description of lot to be built on: Lot Block Subdivision �j p Street and Number where work is to be done �� ' / � j , /J /__L! -a State work to be done and purpose of building (by floors) 1 ...--C:P- ei -rr -'-- ' ()..:/, -��N New Building Remodeling To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1 U ' U Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Sup)element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice permit, as are licensed by Miami Shores Village. d or notices as are required by the Act. The undersigned agrees to employ only such subcontfactors, on work to be erforme under this i✓ Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stg are true. Permit No Date 0 ° , Read, Sworn to and Subscribed before me. Disapproved (Signed) !"-) Chairman Member Member Addition Repairs No. of Stories to me well known, Notary Public, State of Florida and for no other purpose. Building I . pector My Commission Expires PLANNING BOARD DATE 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 hecn obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1 Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall he complied with, whether herein specified or not. A copy of approved plans and specifications must he kept at building during progress of the work. Date June 13t�i, 1'' 6 , 19 �_ Owner's Name and Address . Julie Connover No 399 Street o, th ' Registered Architect and /or Engineer . Lane Roo?irr T. Tile Comnan Irc. 43n F. ;d. 7'�th St. .7,9'""i Fl . Name and address of licensed contractor s Location and legal description of lot to be built on: Lot Block Subdivision 399 T? . E. 99th St., 1.11 1' 1 Shores State work to be done and purpose of building (by floors) Fravl ad'ition to resiaerce, Tie into es :istin' white shinc-le tile. and for no other purpose. New Building___`_.- __ -_.__- . -.. Remodeling __....__ Addition._.. X Repairs No. of Stories _. To be constructed of Kind of foundation Roof Covering 4 — ^1\ n* _'T avel Estimated Total cost of improvements $ 10.00 Amount of Permit $ r ' 0 0n 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 perinit 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 hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public: notice or notices as are required by the Act. The undersigned agrees to employ only such ubcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) -fir nh A. " srtin, Vice F resi STATE OF FLORIDA, COUNTY OF DADE. J 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 sane, and that all facts therein by him stat are t e. / / / Permit No Z— Date l.v — I mo (? Read, Sworn to and Subscribed before me. Disapproved Date ' / I ' Notary Public, State of Florida BuiRling Inspect°, My Commission Expires PLANNING BOARD DATE Chainnan ,_ Member N1ember Member Member Nlember 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 heen obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. (Signed) !- Y `. ). �,e� t`1. /a' (99, APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date August 6th, 1963 19 Owner's Name and Address - Julie Connov No 3 99 Street NE 9 St. Registered Architect and /or Engineer Lang Roofing & Tile Co., Inc., 430 NW 79th St., Miami Fla. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 399 N. E. 98th St. , Miami Shores, Florida. State work to be done and purpose of building (by floors) BU asphalt -- and ._. gravel - -- addition - -to -- garage., and for no other purpose. New Building X Remodeling Addition. -_ X- ._..._ Repairs No. of Stories To be constructed of Kind of foundation__.. Roof Covering 4 ply.. gravel Estimated Total cost of improvements $_- ._- 75 . 00 Amount of Permit $.- _- . - 00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specificat said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this buildin does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compe being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, ,cr , l require similar compliance from all contractors or sub - contractors employed by hint in the work to be performed under this permit; an will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc subcontracto4on work to be perforancd under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Da - _- 1_6 - - /Joseph A. Martin, V. P. Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me well known, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. ._ . Member Council Approved Date Disapproved -.__ - __ - -._ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • Owner's Name and Address Registered Architect and /or Engineer Disapproved (Signed) MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby uindc for the approval of the detailed statcnient of we plans and specifications herewith submitted for the build in or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Name and address of licensed contractor Location and legal dcscrintion of lot to be built on: Lot.. .)'q (2 Block 9 Street and Number where work is to be done ]( I - Building Inspector BUILDING INSPECTION DEPARTMENT V---c-Oft i SN.A..)S6. ,�� Date.. �_� • , I \ ''' u t✓ul -t aY NO3 9 .._ Street kJ -. q.. .S Subdivision S Chairman \ferriber . Member Council Approved NOTE: A charge of $1.00 will be made for making corrections the I'Iannir.;C Bo.trd. A re.m'pection fee of $1.00 will be charged materials anu /or workmanship. State wor be done and u ose of building (by floors) __....._...._ PRA g • _..__ and for no other purpose. Ncw Building Remodeling Addition Repairs t------- To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements 3 �..S. 5 Amount of Permit S. � ' 4 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 budding permit does hereby certify that he understands and accepts his obligations as an employer of !Abut under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied ssith 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 the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only su subcontractors, • • work • nder this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared _.. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the tame, and that all facts therein by him stated are true. Permit No.._...__.....S�.S�_ Date P y Read, Sworn to and Subscribed before me. Date Member Member Member Date Disapproved No of Stories Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE or changes to this application after approval to me well known, Date has been obtained froth when such re- inspection is made necessary by Improper notice for inspevtirm err faulty B.A.Winfree P.E. 13049 SW 133 CT, Miami Fl 33186 Date: 1/9/96 Test Summary UPLIFT TEST REPORT 96006 RE: Test Location Address: 399 N.E. 98 ST., MIAMI SHORES Permit Number: 38725 Contractor Name: SOUTH FLORIDA REMODELING Job Number : 96006 Type: FLAT WHITE Roof pitch: 4 in 12 Set date: 12/95 Test date : 1/9/96 Fastening system: mortar Type No. Pulled No. Pass % Pass See the attached sketch for further details of the field data. PASS OF: 305 -233- 6757 FAX:233 -7973 BEEPER:770 -9023 These tests followed the South Florida Building Code regulations section, 3401.10 1993 and protocol 106.94. The roof area was first walked and Tess than 10% of the roof tiles were lose. Each test location was pulled to 35 lb. Field and Ridge 25 23 92.00 % Corner 4 4 100.00 % Perimeter 10 10 100.00 % 4/sede B.A.Winfree P.E. 13049 SW 133 CT, Miami Fl 33186 OF :305 -233- 6757 FAX: 233 -7973 BEEPER: 770 -9023 ROOF TEST RESULTS Test Location Address : 399 N.E. 98 ST., MIAMI SHORES Permit Number : 38725 Contractor Name : SOUTH FLORIDA REMODELING Job Number : 96006 1. PASS 2. PASS 3. PASS 4. PASS 5. PASS 6. PASS 7. PASS 8. PASS 9. PASS 10. PASS 11. PASS 12. PASS 13. PASS 14. PASS 15. PASS 16. FAIL 17. PASS 18. PASS 19. PASS 20. PASS 21. PASS 22. PASS 23. PASS 24. PASS 25. PASS 26. PASS 27. PASS 28. PASS 29. PASS 30. PASS 31. PASS 32. PASS 33. PASS 34. PASS 35. PASS 36. PASS 37. FAIL 38. PASS 39. PASS 12 18' 12' BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Title Ian 6 Phone # ,�j GA ~ /793 Owner's Address 39 1 I tl E ` s s e ? City W 1 . 10r State L Zip 3 3 ) J Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name )4- Od ek R00+1) Phone # 305 '7 9/M q Contractor's Address P t O • D g3/ o 5] City Q ►W�( State FL Zip 33 152 Qualifier 1 A 0 A rchitect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition _ ['Alteration _iy$.w Mo s er 41413 91 color le k,A Describe Work: -rak-- q 55 Submittal Fee $ SO ,60 O Notary $ Scanning $ 1 � 0 $l3, goo * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3q1 iV& a $Lk S.! County Miami -Dade NO Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3 0 C t 1 (Continued on opposite side) Permit No Master Permit No. I CEIVE JUN i52I Zip 33 i 2 Square Footage Of Work: 00 0:.,.; {fir•• t 7 ew ',' a t . f 1 ' Repair/Re c ' ace ❑ Demolition ile6 he CCF $ 0 I t° CO /CC Olga Technology Fee $ 613 Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this TN day of J' , 4 , 20 0 y, by J o N 1.1 S T i CA.. who is Esonally r who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN 1 200% APPLICATION APPROVED BY: Chc 12/15/03 As identifica "'Y P , ARTURO A. OGRE ''`"" `��'' Notary PubNc - State PUBLIC. 128.2008 Sign: • 18263 PlalonolNolaryMn. iPrint: My Commissi day of J , 20 V , by �fi t,. 1 lc t'n Si ature C Contractor The foregoing instrument was acknowledged before me this who is personally known to me or who has produced as identification and who did take an oath. r _r.. ,. . • USA CARSON EXPIRES; Augu0 28, 2007 • , •� ' ` doodad Thou Notary Public Under/tram 1 w- Plans Examiner Engineer Zoning r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address g Low Slope ❑ Asphaltic Shingles S5 Section A (General Information) Ka w al f e K pa-A s W E 9 Sf ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ,> ROOF TYPE ❑ New Roof LY Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance P aintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ,1.b5o Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and ation of parapets. Mortar /Adhesive Set Tile ❑ Wood Shingles /Sha es 3.200 Florida Building Code Edition 2002 High Velocity Hunfoane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) All In Specific Roof Assembly Components and Identity Manufacturer Of a component le not used, . / ntiy ' •NA System Manufacturer. b t W OA No.:. 03 0J 01 I () Design Wind Pressures, From RAS 128 or Calculations: Pmed Pmax2: • S 3 Pmax8: 13 I - / Fastener Spacing for Anchor/Base Sheet Attachment Field: ' oC Q Lap, #r Rows ® ' oc Perimeter. b ' oo ® Lap, #� Rows o 6 ' oc Comer L' oo @ Lap, # Rows ( TOC Number of Fasteners Per Insulation Board the 8pedtic NOA System: Field Perimeter Comer Max. Design Pr � , -Deck Type: • �/oo d \ Gauge/Thklmees: ZAP insulation Base Layer: Baselnsutation Size and Thickness. _. Base Insulation Fastener/Bonding Material: . Top Insulation Layer Top Insulation Size and Thickness:_. Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Pty(s) Base Sheet Fastener/Bonding Material: Illustrate Components Noted and r Details as Applicable: S � l �\ Woodblodcing, Gutter, Edge . TenNnatlon, Slope' or Base Sheet s No. of Fly(s) : I p I ; bA e Pty Sheet(s) .& No. of P fr(s):49 , 1 T � 1& Ply,•heet hastteti ponding Material: Top PM (t f FR Mo d I jext 1231-tt1V kf TopPlypesterutr/ onding Material: Surfadng: ,, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thldmess, Fastener Type, Fastener Spadng or Submit Manufacturers Details that Comply with s 111 and Chapter 1e: • CAF FK Modi�i en 1xb Mean Roof Height 3)(3 ct) dri 1 � ly �iber --- b as k sh Rom,_ wag S �' ' 111061er P oO n� IL, - Aim ply 411qf Notice.ofAcceptance Number: Deck Type: nsulation: Mean Roof Height: .S Sett V D M v . •per � ar �....., < .. ... .. O Stee to " " oof System Steep Sloped Roof System Descrl Hon Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): y� P1: 1 b P2: 100t6 P3: Otht Maximum Design Pressure From the NOA S a eclflc stem : Method of tile attachment: 11g�� Po 1 )ct cuLiye -S ue *goSla4e AI A r Ca Type 8 Size Drip —11 1 3x3 cJV T Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from MF If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. nt Based Tale Calc Mg: 6 i _ _ — Mg: Mg: Per RAS 127" NOA Af 11 NOA 11� l Sr NOA M, r Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P :l• _ : w:= ) - W: a z cos — Fr,. NOA F (P3: zl: = Z w: ) —W: z cos 9: = Fr2: NOA (P3: zl: z w :— ) —W: cos 0: = F FrY NOA Where to Obtain Information Description Design Pressure Mean Roof Haight Aerodynamic Whitt: Restoring Moment due to ( Attachment Rs isdoce Requited Moment Resistance Machin* Reidstance Required Uplift Resistance Averrile Weight Symbol P1 or P2 or P3 H 9 m, Mr F' F W 1= length aw° width Where to find RAS 127 Table 1 or by an engin eeang analysis prepared by PS based on ASC 1 7 Job Site Job Bite NOA NOA NOA Calculated NOA Calculated NOA NOA All caltoipdcos most be wbmitted to the Building Official at the due of permit application. M Required Moment Resistance* Moan Roof Height — Roof Slope 15° 20' 25' - 30' 1111 1 2 34.4 38.5 38.2 39.7 3:12 32.2 34A 36.0 314 412 30.4 32.2 33.8 35.1 5:12 284 30.1 31.8 32.8 34.9 6:12 264 28.0 294 30.5 32.4 7:12 244 25 27.1 28.2 30.0 T Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from MF If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. nt Based Tale Calc Mg: 6 i _ _ — Mg: Mg: Per RAS 127" NOA Af 11 NOA 11� l Sr NOA M, r Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P :l• _ : w:= ) - W: a z cos — Fr,. NOA F (P3: zl: = Z w: ) —W: z cos 9: = Fr2: NOA (P3: zl: z w :— ) —W: cos 0: = F FrY NOA Where to Obtain Information Description Design Pressure Mean Roof Haight Aerodynamic Whitt: Restoring Moment due to ( Attachment Rs isdoce Requited Moment Resistance Machin* Reidstance Required Uplift Resistance Averrile Weight Symbol P1 or P2 or P3 H 9 m, Mr F' F W 1= length aw° width Where to find RAS 127 Table 1 or by an engin eeang analysis prepared by PS based on ASC 1 7 Job Site Job Bite NOA NOA NOA Calculated NOA Calculated NOA NOA All caltoipdcos most be wbmitted to the Building Official at the due of permit application. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 5 I. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) or architectural appearance, that are not part of a zoning code, should provisions. Aesthetic issues such as c should color addressed as part of the agreement between the owner and the contractor. J Cj _ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). S 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. J s 4. Exposed Ceilings: Exposed, open bean ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. .JS 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. J S 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. .J < 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0 r cuciva Date Contractor's Signature Owner's /Agent's Signature .2/ 28/2003 11:20 9544914489 • t r • .,or MIA M I•DAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODt CT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ;Vlonic.� Lifctilc, LLC 135 NW 20 Street Boca I2ton, FL 334:31 This NCCA consists of ?ages 1 through 6. The sub nittcd documentation was reviewed by Frank 7.uloa•a. RRC ABC #130 -TILE PAGE 01 N!IAMMI—DA -DE CC NT FLORIDA METRO -D,JJF. FLAGLFI. BUILDING 140 WEST FLAGLLR STREET. SUITE 1603 M!A�tl. FLCRID/ 33130 1563 (305)3 7f;-2901 =.,a (315) 375 -29CS SCOPE : This N is being issued under the applicable rules and regulations governing thc use of co-s:rurt cn r tcr.aIs. The do• :umentation stibmitti:d has bccn reviewed by Miami -Dade County Product Cor,to: '.,`:visicr. and icceptcd by the ;3oard of Rules and Appeals (BORA) to be used in Miami Dade County and other arms wI-c -- allowed by the Authority Having Jurisdiction (AHJ). This N∎ )A shall not b•: valid after the expiration date stated below. Thc Miami Dade County Division (In Miami Dade County) and/or the ANJ (in areas other than Miami Dadc Coun:v) sere !he sight to have th s product or material tested for quality assurance purposes. If this product or mate-::: fails 1) per form in thc acc manner, :he rrimufacturer will incur the expense of such testing and the AHJ , .y imme- ia'ely revoke, modify, or suspend r.he use of such product or material within their jurisdiction. BO ?.A reserves t7r. right to revo :.e this acceptance, if it is determined by Miami -Dade County Product Control D :%•s•:-.n :ham: `a i roduc• matcria fails to meet '.he requirements of the applicable building code. This pr is approved as described herein, and has been designed to comply with the lit_`. Vc!rc ! uri'_anc Zonc of thc Florida Building Codc. DESCUPTION: AiIantis Shake Sr Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's name or sots. followii .g statement: "Miami -Dadc County Product Control Approved", unless otherwise - .z:cd RENE NAL of this I OA shall bc considered after a renewal application has bccn filed a -.c :`:ere :.5 be :-t to change n the applicable building code negatively affecting the performance of this procu :'_ TERMINATION of :his TIOA will occur after the expiration date or if thcic has bccn a : :o-. f materia s, use, and/or manufacture of the product or process. Misusc of this NOA as arc ;r product for sales, adve :rtising or any other purposes shall automatically terminate this NO. =also :3 Z' irnaiy with any section of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dadc Cour.ty. �'.r -.;c and fo lowed by the expi-ation date may bc displayed in advertising literature. if any portion of the NOA •' c•sp:a» e:. :t shat: be done in its entirety. INSPE':TION: A cony of this entire NOA shall bc prosided to thc user by the manuract... -c • and sha. I bc available or inspection at thc job site_ at the request of the Building Official. NOA No.: 0'-- 12: E:pirarioo Da-e 12/76/07 Approval Dare 01/19(03 Page: of 6 L 28/2@03 11:20 r ROOFiNC ASSEMBLY APPROVAL Category: Roofing Sub-Category: M itcrial: SCOPE This renews a system using Monicr Lifetile Atlantis Shakc & Slatc Conc e :e R:x T: c. 3S manufactured Monier Lifetilc LLC and described to Section 2 of this Noticc o- Acce- :_ -c.c. For locations vvhcrc the pressure requirements, as determined by appiicablc Bt: ;;: rg Coe dot c r.ot exceed the design pressure valucs obtained by calculations in compliance wig. R.AS 1 :: F the valucs listed in section 4 herein. Thc attachment calculations shall be done Zs a rr.cr.�nt used system. 2. PRODUCT DESCRIPTION ti`:anufactured 1� Test Applicant Dimensions Specifications Mo ticr Lifetilc Ath ntis Shakc and Slat: Tile Trir, t Picccs 2.1 SUBMITTED Test Asenr.v Red'.: nd Tcchnolog cs Thc ( enter for Applicd Engtrccring, Inc. Thc ( cnter for Applicd Engircenng, inc. The ( enter for Applicd Engir ::cring, inc. The C enter for Applicd Engir :cring, inc. 9544914489 Flat Frofilc Roofing Tilcs Concrcte 1= 15" w = 1 0 ) / 1 ''1..' thick I= varies w = varies varying thickness EVIDENCE: Test identifier ;1G103 Appcnd:x III 94 -060A 94 -084 25- 7094 -2 25- 7094 -S 25- 7094 -5 PA 112 PA 112 ABC 14130 -TILE Product Description Flat, interlocking. high �+r ;ure concrete shake and sla :c :oof ti:c - c_ :p ?::: with two nail holes. For :reef dc_. :- a 13: or adhesive set application: :. Accessory trim, concrete :.Dof piece for 1st at hips, rakes. ridges anc Manufactured. for cacti, t:,c Drofilc Test Namcit2epnrt D.tc Static PA 102 .% PA 10 =! :•.. Static Uplift Tcst :n; PA 101 (Mortar Sc:` (Adhcs;vc Sc:) Static Uplift Tcs : :-+ PA :02 (4' 1- lcadlap, Na: :s Dim: Ncw Construction'. Static Url*`t Tcs:ir.= PA 102 (4" ilradlap, Na;ls, Static UpI PA '.02 (4" Ucadlap, Na' s, Dtrcc: Jock, Rccover/Rcroof; •;r• 13 \ -3y NOA No_: 0:1 :.&8 Expiration Da =• : z" e.'07 Approval Da cc 0111 Sit 3 Pace = of 6 -Test-Awe n y Tesfidcntifer Test lSamc /Report D ire The Center for Applied 25- 7183 -6 Static Uplift Testing F:5 :995 Eng neering, Inc. PA 102 (2 Quik -Drive Screws. Direct Dcck) The Center for Applied 25- 7183 -5 Static Uplift Testing :;5 1995 Eng.nccring, Inc. PA 102 (2 Quik-Drivc Screws, Ba ::s--s) The Center for Applied 25- 7214 -1 Static Uplift Testin ! 995 Eng ncering, Inc. PA :02 (1 Quik -Drive Screw, D. -`- Deck) The Center for Applied 25- 7214 -5 Static Uplift Tcstir. : M.. 1995 Engi icering, Inc. PA 102 (1 Quik -Drive Scrcw, Bare-.-:s) Redl Ind Technologies 7161 -03 Wind Tunnel Testing :;c =. v(. Appendix II PA 108 (Nail -On) Redl Ind Technologies Letter Dated Aug 1. 1994 Wind Tunnel Testing • + PA 108 (Nail -On) Rcdl.ind Technologies P0631 -01 Wind Tunnel Testin.2 1.::: ;94 PA 108 (Mortar Sc :) Redl tnd Technologies PO402 Withdrawal Resistance :;- c; ::-g S:=.: ;(..; of screw vs. smooth shank _ris The .:enter for Applied Project No. 307025 Wind Driven Rain (•c :. r.94 Engineering, Inc. Test #MDC -77 PA 100 Professional Service 224 -47099 Physical P:opertics Sr. ? Indu: tries, Inc. PA 1 12 Cclo cx Corporatioi Testing 520109 -1 Static t.r:. +f: Tcst:n_ tam_. -.93 Scrv: :e 520111-4 1'r\ : 0 1 :v1-...7:: :9 520191 -1 Walk er Engineering, Inc. Calculations Acrodynam:c ;flu!: :o:.: - !.' : -c- :999 Walker Engineering, Inc. Calculations Moment u: G:av,t. S•:: -A99 Walk Engineering, Inc. Calculations 25 -7094 Fut-..: 1'66 Walker Engineenng, Inc. Calculations 25-7496 A;7: Walk :r Engineering:, Inc. Calculations 25 - r_ :- 25-7804b-8 25-7801-4 & 25- 7S4S -6 Walk :r Engineering. Inc Calculations 25-'183 M:.7:.' '. ) Waik.-r Enginccr'ng, Inc. Calculations Acrodynarn:c Mu: ::al:crs A-:: `• ?-; Walk :r Engineering, Inc. Calculations Two Patty Adhesive Sc: 5vs:- i ..--. • 7 :9 NOA No.: C2 -12 :. +13 Expiration Date: 6/07 Approval Date: 31'19/02 P 28/ 2003 11:20 4 LIMITATIONS Tile Profile Tile Profile Mon er Lifetile Atlantis Shal e 8 Slate Tile c154491aa89 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall b: V : •- accordance with RAS 106. 3.3 Appl:.cant shall retain thc services of a Miami -Dade County Certified Laborz :o--.:: -- quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall bc su5- _ to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall bc in compliance with the applicable Roofir.•J Standards I:sted section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular tc ^ r: c s .. unless; stated otherwise by thc underlayment material manufacturers published 3.6 This acceptance is for wood deck applications. Minimum dcck rcquiremcr._ comp'ianer_ with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifr.tile Atlantis Shake and Slate Concrete Roof Tile and its comper -t installed in strict compliance with Roofing Application Standard RAS 118. F.t5 = :� RAS .20. 4.2 Data For At:achment Calculations Monier Lifetile Atlantis Shake & SL ;te Tile Table 1: Average Weight (W) and Dimensions (I x w y — Table 2: Aerodynamic Multipliers - a. (ft Tile (ft Profile Direct Deck Applicatior Mc nier Lifetile Atlantis Shake 8 Slate Tile 0 Table 3: Restoring Moments due to Gravit - M (ft -Ibf) 3 ":12" 4":12" 5 ":12" 1 6 ":12" Direct Deck 6.0 ABC al 30 --t Il_E Weight -W (Ibf) Length -I (ft) 8 y 1 Direct Deck ; Direct Deck 59 L - - = _ 1.25 Direct Deck 5.6 Width- . t - NOA No.. 0: - :211 28 Expiration Darr: := 1iL'C7 Approval Data C: 7; p, v . -cis M2/28/2003 11:20 5544914489 Tile Profile M. )vier Lifetile At antis Shake & SI. rte Tile Table Tile Profile sse for Nail -On Systems Fastener Type Direct Deck (min 15/32" plywood) . 2-10d Ring Shank Nails '. -10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) � 1 -10d Smooth or Screw Shank Nail (Eave Clip) ~ 2 -10d Smooth or Screw Shank Nails (Field Clip) ~ 2 -10d Smooth or Screw Shank Nails (Eave Clip) ABC 01130 - TIL.E PA 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35 5 31.9 as a Moment - U (tt - Ibf, Direct Deck (min_ 19/32" plywood) 38.1 9.8 18.8 30.E 51 7 24._ 193 35 5 31 2 -10d RIng_Shank Nails 50.3 r 65.5 Li Installation with a 4 - He headlap and fasterners are located a min. of 2 % from heaa of tile. Table 5: Attachment Resistance Expressed as a Moment M. ;ft -tbf) for Two Patty Adhesive Set Systems F3att ? n s 172 7 .. 18 24.: 24.2 22.1 34 j 32 ? 40 1 Tile Application — Minimum Attachrr er.t ! Resistance — — Mc iier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3-- - . - _...__i '' 2 See manufactures co ponent appmval for installation requirements. 3 Flexible Produc:ts Ccnpany TileBond Average weight per patty 13 9 grams Polyfoam Product, Inc.. Avers _ge we■ht per patty 8 grams. Mo tier Lifetile Atlantis Shake & Slate Tile 4 Large! paddy pl:3cemait of 45yrams of PotyPro'"_ 5 Medium paddy placement of 24 grams of PolvPro'" Tile Profile I M< nier Lifetile Atlantis Shake & Slate Tile Table 58: Attachment Resistance Expressed as a Moment - M: (ft -Ibf) for Mortar or Adhesive Set S_ystems Table 5A: Attachment Resistance Expressed as a Moment - M. (ft -lbf) for Single Patt Adhesive Set Systems i Tile Profile Tile Application Minimum Attachr'c nt _- Resistanc:e PolyPro TM 1 _` — 1 18.9 1-- - PolyPro T"' a04 - -- Tile Attachment Application i Resistance Mortar Set" 1 39.0 SOA No.: 82- 12 ::..)b Expir-2tion Datc: 121 6 /1r Approval Date: 01,"19/U3 Page '.: of 6 L ; Lb/ LbtLj orit 11: 10 9544914489 5. I.ABELINC All til':s shall bear the imprint or identifiable marking of the rn r•.Lfacturer's name 1)1 10 :;0, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the foliow -ns: 6.1.1 This Notice of Acceptance. 6.1.7 Any other documents required by the Building Official or applicahic code in order to properly evaluate the installation of this system PROFILE DRAWINGS 1` '`.� 1112r g- ( .- stn. V ONIER LIFE1I1_E ATLANTIS SHAKE & SLATE CONCRETE ROOF TI1_F. END OF THIS ACCEPTANCE ABC 1!130 -TILE PAGE Of r NOA No.: E Ezpir2tion Date: 1211 ii07 Approva! Date: 01 /0 ),03 P2ge 6 of 6 MIAMIDADE 'BUILDiNG CODE COMPLIANCE OFFICE (HCCO) PRODUCT CONTROL DIVISION NO'T'ICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, I.LUP.IDA METRO -DADF. FLAGLER BUIIDiNG 140 WEST FLAGLER STREET, SUITE 1693 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Re.v v, ('ol:itnitte: to 1'C t:.,:.1 iu l‘Jlal,:i 1)ad ( gilt)' a1:d where aiiowc f.1 by i1) At; 1 iiy 1 laving Jurisdiction (AhLi). 'This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the A1[J (in areas other than Miami Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AiIJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 'Lone of the Florida Building Code. DE,.CRWFION: GAF Rubcroid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apernnanetlt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building; code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration data or if there has been a revision or change in the mater ials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dislrih,rtors and shall be ;available for inspection at the job site at the request of the Building Official. This NO:\ renews NOA if02 -0 and contiists of pages 1 through 31. The submitted documentation was reviewed by Frank Tulcap, RRC. NOA No: 03 -05t1 .02 Expiration Date: 11/06/03 Approval Datc:10 /23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Roofing SBS /APP, M(xdifies! Bitumen Wood -75 psf See General Limitation #1 , Catc .or : Sub - Category: Deck Tyne: Maximum Design Pressure Wire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APP'LICAN'T': TABLE 1 Product Dimensions GAF Asphalt Co;l.:rcte 5, 55 gallons Pruner (Matrixiu 307 Pruner) GAF Mineral Shield® 60 lb. Bags Granules 100 Ib. hags GAF WeathcrCoat® Emulsion (Matrix'" Fibered 305 Emulsion) GAF Premium Fibered Alumirmin Roof Coating (Matrix'" System l'ro Aluminum Roof Coating Fibcred 301) GAF Jetblack All Weather Plastic Cernent (Matrix Standard Wet/Dry Roof Cement 204) GAFGLAS 475® (IAFG'I.AS 1480 Ultima' *' Base Sheet GAFGLAS Flex Plyr'`r 6 (IAF(;LAS Ply =1)1) GAFGLAS®Mineral Surfaced Cap Sheet (;AFGLAS® S7'RA'I'AVENT® 1 1irninator Perforated 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide West Product Specification Description :l:) IM L' 11 Asphalt coraaete printer used to promote adhesion of asphalt in built -up roofin,. ASTM D 1863 Granules for surfacing of exposed asphalt, cold pmce.ss cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced TOnfS. ASTM 1.) 2824 Fibcred aluminum coating. ASTM I) 3019 ASTM D 3109 AS'['M D 4601 ASTM 1)4601 Ati)'�1 2175 AS TM D 2178 ASTM l) 3909 ASTM D3672 ASTM}) 4897 Refined asphalt blended witlt a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coat;.cl glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type 1V asphalt impregnated ,lass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side. with 1nineral granules embedded in asphaltic coatin.g with factory perforations. NOA No: 03 0501.02 Expiration Date: 11 /06/0%1 Approval Datc:10 /23/03 Page 2 of 3Z Product • G.AI=•GLAS® Flashing GAFGLASO STRATAVENTO Eliminator Perforated Nailable RUBERO1D® SBS Heat- We ld"'' Smooth RUBEROID® SBS Heat - WeldTM Granule R1J BEROID® SI3S Heat - \Veld' ''' 170 FR R1JBEROLD® SBS Ileat- \VcldTM PI.US RUBERO1D® 5135 Heat- Weld PLUS FR R1fJBE ROTD Modified Base. Sheet RUBEROIDh Modified Bitumen Adhesive RUBFRO11)® SBS He.at- WcIdT`' 25 Rube.rokl® Mop Granule RUBEROID MOP Smooth R t 113E ROID MOP PLUS R.UBEROID MOP 170E RUBEROID MOP FR 1 1,113EROIL) TORCH Smooth Test Dimensions Specification various 39.37" (1 meter) ASTM I)3672 Wide ASTM D 4897 1 meter (39.37 ") ASTM D -6164 wide 1 meter (39.37 ") ASTM D -6164 wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide ASTM D -6164 ASTM D -6164 ASTIvM D -6164 39.37" (1 meter) ASTM 1)4601, \Vide Type 11, Uf. Type 62 131 R 5 gallons ASTM D 3019 Type BI 1 meter (39.37 ") ASTM D -6164 wide 39.37" (1 meter) ASTM 1) 6222 Wide A STM U 5147 1 sq. roll 87 lbs. ASTM) 6298 ASTM D 5147 39.37" (1 meter) ASTM 1) 6164 Wide ASTM I) 5147 39.37" (1 meter) ASTM D 6164 Wide ASTM I) 5147 39.37" (1 meter) ASTM D 6164 Wide AS 1'M D 5147 39.37" (1 meter) ASTM 1) Wide A.S'I'M D 6222 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester nult coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polyrner modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral eranules_ Non -Woven Polyester rnit coated with fire. retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced S13S- modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polytrcr- modified asphalt and smooth surfaced. Non -woven polyester mat coated with lxalyiner modified asphalt and surfaced with mineral granules. Non woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardaut polyrner modified asphalt and surfaced with mineral granules. Nun-Woven polyester plat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinfoi ed, asphalt modified bitumen membrane, smooth surface. NOA No: 113- 0S01.4)2 Expiration Dale: 11 /06/08 Approval Date: I0/23 /O3 Page 3 of 32 • Product RUBEROID TORCH Granule RI..IBEROID TORC:II PLUS RUBEROID TORCH FR RUBEROID 1701.12 TC)RCI1 I2 uberoid® 20 Ruberoid® 3(1 Rubcroid® 30 FR R1J11ERO11)0 UL TRACLADO SUS RUBEROID® Dual Fly Vent Stacks (metal and plastic) GAF aluminum Emulsion GAF Aluminum Roof Paint (?v1 System Pm Aluminum Root Fibered 302) GAF Built -Up Rooting Asphalt RUIJF.ROID MOLD A Asphalt 1. . Asphalt P Shingle- MateT" Undcrlaymcnt Tile -Mate. Modified Pase Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (l meter) Wide 39.37" (1 teeter) Wide 39.37' (1 rnete.r) Wide 5 gallons 5 gallons 1001b. cartons, ASTM D312, busk Types 1, 1I, III and IV 60 Ib. kegs 4 sq. roll 30 lbs. 1.5 sq. r( 11 Test Specification ASTM D 6222 ASTM D5147 ASTM I) 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 AS'VM D 5147 ASTM D 6298 ASTM D 5147 ASTM 1) 6163 ASTM I) 5147 ASTM D 6164 ASTM I) 5147 PA 100(A) ASTM I) 1929 ASTM D 635 None ASTM 1)2824, Type 1 ASTM 1) 5147 Product Description Heavy duty, polyester reinforced, asphalt ►nodified bitumen in,:ml,rane, li inlll surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule. surface IIeavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen inernbra ute �;r ^uule. snfalcc. SUS modified asphalt base sheet reinforce with a glass fiber n?at Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective alurnnit r flakes Non- fibered. Aluminum pigmented, asphalt roof coating laterply mopping and surfacing; asphalt SEI3S modified asphalt 1Fibe.rgla.ss reinforced shingle underlayment SUS rncxlilicd asphalt base sheet and intelply sheet reinforce with a glass fiber mat tile underlay tnent. NOA tin: 03- 0561 -02 Expiration Date: 11/06/08 Approval 1)dk:10 /23/03 Page 4 or 32 Product • • Tile- NlateAloditied Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeathcrC ote® M13 +(Matrix 715 MB Coating) Topcoat M13 +(M a tri x 715 ME Coating) \Ve (Matrix 531 WeathlerCote® Elastomcric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®M13) Matrix 201 System Pro S13S Flashing (Rubcroid ®MTI) Matrix 102 Select Sl3S Adhesive (Rubcroid ®lii) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold .Adhesive Matrix 303 Select Fibcicd Aluminum lvlalrix 304 Select Non - Fibered RUBEROID'® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs 1 sq. roll 102 lbs. Test Specification ASTM D 5147 ASTM D 5147 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM 1)3019 5 gallons ASTM D 2824 5 gallons ASTM 02824, Type 1: 5 gallons ASTM D 3019 Type 111 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface. coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibe.red aluminum coating. Nan - fibcred. Aluniinurn pigmented, asphalt roof coaling. Fiber reinforced, rubberized Adhesive NOA Rio: 03-050 1.02 Expiration Date: 11i061US Approval 3)ate:10 /23/03 Page 5 fir 32 APP'KOVED INSULATIONS: Product Marne TABLE 2 Product Description GAF TEMP Isotherm R, RA, R.N & Polyisocyanurate foam insulation Composite, EnergyGuard RA GATTEMP® Composite A & N Polyisocyanurate foam insulation with high density fiberboard or Pembalite perlitc insulation. •(BMCA)GAFI'EMPOO Fiberboard Fiberboard insulation. GAT -TEMP® I'ernalite Perlitc insulation board. GAFI'EMl' GAI CANI' Cut perlite board Perlite recover board GA17ITMP Pc rmalite Recover B oard GA' -TEMP GAFEDGET Tapered Tapered perlite board Edge Strip (BMCA) GAFI'F.MP® High Density Fiberboard UM('A En rgyGuard, RA Polyisocynuratc foam insulation BMCA Composite EnergyGuard, Polyisocynurate/ ood fiberboard RA composite PYROX White Line A(` -u:rn 1. II & Composite ISO 954 ISO 93+ Composite I-Iigh density wood fiberboard insulation. GAF Materials Corp. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation EI'S Extruded polystyrene insulation \Vood fiber Wood fiber insulation hoard 11i4;h Density Wocxl Fiberboard Wood fiber insulation board Pelitef1Jrethane Composite Perlitc / urethane composite board insulation Penile Insulation Pcrlite insulation board Dens T) ck Water resistant lypsurn hoard E'NRG'Y -2 & I-; tN1.0 ' -2 ['LI iS, Polyisocyanurate foan; insulation 1)ItraGard Gold Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. C AF Materials Corn. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. I3MCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Joluis Manville NOA No: 03 -050L.O2 Expiration Date: 11/06/08 Approval Date:10 /23./03 I'xde 6 of 32 APPROVED INSULATIONS: FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Narne Product Name 1. GAFTITE® (Drill -Tcc®) #12 Standard & #14 heavy Duty Roofing Fastener 2. GAFTITEG (Drill -Tcc ®) ASAP 3. GAFfll'EL (Drill -Tec0) Base Sheet Fastener and Plate 4. Galvalurnt Plates (Drili- ]'ec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & # 15 7. Dekfast Ilex. Plate 8. Dekfast Lock Plate 9. 1t12 Roofb ip Fasteners 10. Metal Plate 11. Ge.arlok Plastic Plate 12. Cilasfast Fa_tcncr TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. I'olypt opylenc locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastene assembly with recessed plastic plate Dimensions 2 7 /R" x 3 '/ 3" x 3 ' /.r" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GA.F Materials Corp. GAF Materials Corp. GAF Materials Corp. Round gaivalume stress 3" and 31" GAF Materials Corp. plates. Round polypropylene 3" and 3 1/4" GAF Materials Corp. stress plates. Insulation faasiener for Construction Fasteners wood, steel and concrete Inc decks Galvaluwne I:ex stress plate. Construction Fasteners Inc. Construction Fasteners Ine. ITW l3uildex Corp. ITW l3uildex Corp. ITW Buildcx Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11 /01i /08 Approval Date:10 /23103 Page 7 o f 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17 . 18. 19. 20. 21. 22. 23. EVIDENCE SUBMITTED: T est A j Factoty Mutual Research Corp. Factory Mutual Research Corp. C rinity Engineering Product Name Olytnpic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic St3!1daal Insul-Fixx. Fastener Insul -Fixx S Plate Insul -Fixx P Plate. Tru -Fast T'ru -Fast Plates Tr -Fast Plates PRI Asphalt Technologies, Inc. IRTofS.Fl. IRT ofS.P1. TABLE 3 Product Description Insulation fastener Pre-assembled Insulation fastener and plate Polypropylene plastic plate 3.5' round galvalume AZ55 steel plate 3" wua l galvalume AZS0 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA [ 14 Wind Uplift PA 114 GAF-020-02-01 02 -005 02-014 Dimensions 3.25" round 3.5" round 3'[OUnd 3" round 3" round 3" round 3" round Manufacturer (With Current NO.i) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, inc. Olympic i,ianutacti :ring Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The '1'ru -Fist Corp. The Tru-Fast Corp. The Tru -Past Corp. Description Date FMRC 1996 01.01.96 J.I. 1B9A8.AM 09.01.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS .114 01 .18.(12 TAS 114 03.22.02 NOA No: 03.050L.02 Expiration Date: 11 /06/05 Approval Date:1.0 /2•/03 Page 8 of 32 !Membrane Type: Deck Type 1: Base sheet: S13S /SDS Cold Applied Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. GAFGLAS #SO UltimaT" Basc Sheet, STRATAVENTC) Eliminator Perforated Nailahle, RUBEROLD Modified Base Sheet, RUBEROIIDO 20, RUL'EROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 40, GAFGLAS Flex Ply C, GAFGLAS if15 Base Sheet or any Options: of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGT.AS0 Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAPT1TE) 1112 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One mw is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, Sce General Limitation #7) GAFGLAS Flex PIyT'" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any rive Base sheets attached to deck with Drill T'ec (GAFTITE) #12 or 1114 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. ( %faxirru n i Design Pressure - -60 psf; Sce General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tcc (GAU I'JTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Lluxiurum Design Pressure — 60 psf, Sce General Limitation #7) GAFGLAS #175 Base Sheet or any of above Bast; sheets alt.,ciied to deck with Dd Il '1'ec (GAPTITE) 412 or #14 Screws and 3" Plates, S" o..:. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.e. in the field of the sheet. (Afaximnuu Design Pressure —75 psf, Sae General Limitation #7) Ply Sheet: (optional) Onc or more plies GAFGLAS PLY 40, GAFGLAS Flex Ply 6, GAFGLAS 1140, RUBEROID MO1' Smooth or RUBE:R011) 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- , 1i) lbs.lsq. NOA No: 03 -050 J.ti2 l vpiration kale: 11 /0 i /OS Appruval 1)ate:10/2_3 /0.1 Page 26 of 32 Membrane: Surfacing: Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, Rt beroid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruheroid® 20, Ruberoid® 30 or Ruheroid® 30 FR or Ruheroid® Mop P11 or RUI3EROID UltraCladT't SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROIDO Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladim SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane.) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet. in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. 3. GAF Weathercote.0 Mf1 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal S13(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. NOBS Nu: 03- W411. Expiration hale: 11/C61 Approval 1)ale:10/23/ 1'ngc 27 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 4001bisq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dT" PLUS, RUBEROID® SBS Heat -We1dh PLUS FR, RUBEROID® SBS Heat- WeldT" 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat- We1dTM Smooth, RUBEROID® UltraCladT"' SBS and RUBEROID® SBS Heat- WeldTM 25 applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19 / _ a " or greater plywood or wood plank decks � System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- WeldT"r Sinooth or RUBEROID SBS 11e.at -Weld 25 base sheet mechanically fastened to deck as described bolo,v; Fastening Options: GAI'GLAS® Ply 40, GAFGLAS Hex Ply" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, Sec General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS tt75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTT) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex rlyTM 6, GAFGLAS #7513ase Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #t75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFrITE) ft12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 9" o.c. in the Geld of the sheet. (Maxinrr.m Design Pressure —60 psf, Sec General Limitation #7) Any of above, l3ase. sheets attached to deck approved annular ring shank nails and 3" inverted Drill - Cec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill Tee (GA1T'1TE) 012 or 414 Screws and 3" Plates, 8" o.c. ir, 4 rows. Onc row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (r1'laximiim Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBER01D Modified Base Sheet, RUBEROID MOP Smooth, RUUEROII)® 20, RUBEROID SITS heat- Wcld" Smooth or RUBEROID SBS Beat -Weld) One or mole plies GAFGLAS PLY 4®, GAFGLAS® PLY 6(R) Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EV I' range and at a rate of 20 -40 Ihs.,�sy. or Ruleroid Torch Smooth torch applied according to manufacturer's application instructions. NOA. No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 23 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Maximum Design Pressure: GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate M odified Base Sheet applied with a nunimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat We1dTM Granule, RUBEROID® SBS Heat We1dTm PLUS, Tile - Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofmg,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 30 of 32 WOOD DECK SYSTEM Li11 1 A slip sheet is required with Ply 4 and Flex l'ly 1 " 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or 1/ Type X gypsum board is acceptable to be installed directly over the wood dcck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2 . Insulation may he installed in multiple lavers. The First layer shall he 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 t :iyer 3. All standard panel sizes are acceptable, for mechanical attachment.. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptahle. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum (teSign pressure of -45 pst. :5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 1(15. If the fastener value, as field - tested, are below 275 114. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical allacluuent of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value. listed within a specific system. Should the fastener Tesistance be less than that required, as determined by the Building Official, a revised fastener spacing. prepared, signed and sealed by a Florida Registered Engineer, Architect. or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with .Roofing Application Standard RAS 117. 7. Perimneter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for hoth insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (when this limitation is specifically referred within this NOA, General Limitation t"9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Rooting Application Standard RAS 111 and applicable wind load rquirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation /7 will not he applicable.) 11). All products listed 1.ercin shall have a quality assurance audit in accordance with the Florida Building Code and Rule 98-72 of the Florida Administrative Gle. END or FIIIs ACCEPT \NC1; NO,1 No: 03- 0501 -02 Expiration Date: 11/06/118 Approval I)ate:10 /23/03 l'agc 32 of 32 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)-- Continued Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers of "Rubarord Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C-15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isoryam.rrate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of type 62 or 63. Ply Sheet (Optional): One or more layers of 1•. ;,e 61. Membrane: One or more layers of "Ruberoid Torch" (smooth ar granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop (sn on11i or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 91, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" ( granule). Surfacing (Optional): Karnak "No. 97" or "169" :it 1 -3 gal / sq or Grundy Ind. "70 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Lrsulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. :trio. Base Sheet (Optional): One or more layers of Type 61, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One nr more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, porlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or inure layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberuid Torch Plus" (granule), "Ruberoid Mcp" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or mere layers perlite, glass fiber, 3/4 in. nrin, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, 62 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus' (granule). Surfacing: "AL MF1 Aluminum Roof Coating" at 1 -2 gal /sq. 9.• Deck: (: -15/32 Incline: 1/2 Insulation (Optional): One or more Layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. non. Base Sheet: One or enure layers of Type G2 "GAFGLAS t75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fihered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emil Lion at 3 gal /sq. 10. Deck: C-15/32 incline: 1/7 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet ", e. hot mopped or mechanically fastened in place. Ply Sheet: One or rnore layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isucyanutale, 2 in. min., wood fiber, perlite or glass fiber, 'l any thickness, Trot mopped or mechanically fastened in place. Joints "`G offset 6 in. Base Sheet: One or more Layers of Type G2 "GAFGLAS 475 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or "Ply 6" hot mopped in place. • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fihered Aluminum Coating at 1 -1/2 gal /sq or ' -GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) — Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isoca(.arurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 4/5 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", but mopped in place. Mernbrane: "Ruberoid torch Fit" (granola). Surfacing (Optional): GAF ['tiered Aluminum Coating at 1 -1/2 gal /:1 or GAF Weather Coat Errrulsiorr at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocy,rrur,le, wood fiber board, perlite, glass fiber, any thickness, hot aandied or mcchanic,dly fastened in pla' e. Joints offset 6 in. Base Sheet: One or more layers of Type 62 "GAFGLAS 4/5 Base Sheet ", hot mapped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGI AS Ply 4" or "Ply 6" hot mopped in ' Membrane: "Ruberoid Torch I'R" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coaling" at 1 -1/2 rj.l /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): 1 , tocyanuraLe, wood fiber board, perlite, ()lass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 475 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /.q nr GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 e Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR' or "Ruberoid Mop 170 FR" (granule). Deck: C -15/32 Incline: 1/2 Insulation (Optional: Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of lope 6 -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "R ,beroid Mop" (smooth). Membrane: One layer of "Ruberoid Torch TR" or `Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 - • Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: (inc layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): Urge or more layers of lype 6 -2 or C -a base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layer, of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incli.he: 112 Insulation (Optional): Ono or snore layers of perlite, glass fiber, isocyanurate, uretlrzrre, perlite; /isceiornurate rnruposht.e er phenolic, any thickness. Base Sheet: One or more pLs (,1 or (,;', hot i Iopp or adhered with Karnak Chein al Co. "No. 81" or , lihson -Homan 'Nu. 6160" cold applied adhesive at 1-1/2 gal /sq. Membrane: Our layer of "Ruberoid flop FR" or " Ruberoid Mop 170 FR" granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun-Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS 4/5" (Type G2), mechanically attached. - MIAM - --_ -- MIAMI -DADE CO 'METR - OA DE FLAGLER vi°oi OU /Lp)NC c ob(ccmin rtrc[ OFFS P R �,p [��' M1�R0-DADE n otriLD11 - _�ONT N 1anwt :Ft-- r1.AGL Ell srRett•.Numti 1 • ujyfu :rm 1'rodncts, Inc. �Cr OFA PTAV f tt MrAM1, c 1 r: j, ))1)o gj -WO Spring •Stucbncr Row] Otte) 17 3-2901 FAX OW) 57 5.21 spring ,Z X 77383_1132 �c rOK 1.rcrv�r„K smile' oust )75-2327 ►ells rAr • cox(- u.Ar -rok LtirnitcrAartyrarvrzlU ()OJ) )75 -2.164 t:AX 003) 37, 4* Yo;►r applicatio:, for Notice oIA;ccptancc (NOA) of: 1'wu Component P Fn;1 r'aoDUCn' cor+1xor. Utvtrrro OuJ) ) FAN OW) )7 m Atlhc7ivc , rn� �ptC the Co f',� cr Cr 8 of oiamDndc County - Constru hapte f the Cod unt governing the use Of Alternate y described herei h as been recot)t11onded for acceptance b and T Co,:r:ty ut;ildins Cod Co1r Zi Matrri:,ls Types of P ace Office (pCCo) under the conditions specified herein. the Mtatt)1 -pale This NOA shall no: be valid after the expiration date stated product Cr below. ;� :oi:uct or rna :e at any time from a ;obsitt: or manufacturer's • BCCO reserves rp:lt,ct or material Mils to n c' Cie right secetlf albs ,perfor n in the approved manner, BC plant for quality control or su u�r c;t material immediately. CO may revoke testing. Jf this 7u of s:, , e T ined by BCCO tha( this y DCCO reserves the right to revoke k modify, p r suspend (,ti ,; , Product or material fills to mcc re quirements 8 this n :3 C�, c, t Iltc uireme PProval, if it is 4 nls of the South � Iorida 1 ;- , :xpcnse of shell (,:sting will he incurred by the manufacturer. ,\ CCU: 1) Z',i.ti CE NO.: AI- oc21.1)2 EXPIRES: OS /1 0 L_1 S jS Tllr. C'n1'F r25ftr.rT .SF DI •Y la S FOR .SI'FCtF V) •NI;It Mill Mrs.(' Cn COtv-Q1II NS - n Fes_i2 CT R E Y ar;olica!ion for [iodc( Anprov,l has beer( reviewed by the OCCO and `.7t-dc and Product Rcvielv Co :nmitt = to b e u sed i Miami Count approved b i�c�c. u y the Building in Y, F�aridn under the conditions set \l'I'1lUYFn t)t /t4:2001 ° 11.= S;:0 0IVC- '0001tLernp;uco1.0uc.3 «.9 canc. • co.o. pat..doi ••+(erne[ moil wJilress: portmosier@ bulIdlnecoileontinc.com Il•tncp.age: http : / /w b CN .4b Raul Rodriguez Chief Product Control D;vis;on rrnncisco 1• Quit(rnna• R.A. Director Miami-Dade Count, Iluiicin Code Compliance ()Mc,: - 1" As 154 37e 10.12 rolyfon m_ j_' r(ucrs d c. I OOFING ASSEMBLY A PPROVnr_ CIO cnl R c+olirt� S:uh- Cute -fnry: Roo r . 1'ilc AdlJcsiv I tc rim Is: 1'o lyur: Lh.snc SCOPE - phis' approves ('olypru' A I (160 as nianulacturcai by Poly foam Products, inc. as described in Section 2 or this Notice or Acccptancc. For the locations %.here the deli v pressure rcgl :irenients, ns determined by applicable building code. does not exceed the design pressure v;lluc obtained by calculations in complinncc with Roofing Application Standard RAS 127. for use with approved flat, low, and high profile roof tilts y att PolvproQL Ali 160. Where the ;tttach,nent calcu(stions arc done a a mornenf based S sing for sinE.c p..tty pl :cement, and us in upl:li bnscd system for double y teltt P systems 2. PRODUCT DESCRIPTION' M:1nufilctlt by At�r�licant f) ri2nc Polyprodi) AH160 N/A I'o.tmprot RTFI000 N/A Prof',ct 50 30 :CO N/A 2.1 Cnnipnncnts or products m :Inufacturr by others: Airy Mi: Ini -O;td; Col:ilty Product Control Act:cp :cd Roof rile Ay.e abl !, a c:,rronl NOA «'li:It list uplirt resistane, vn!ucs with the use of Polypro A11160 roof lilt adlt 2.2 T)pic:tl Physic:11 Properties: I'rnncrty cc ASTM 0 1622 AST.\ -1 D 1621 Dcilcity Ccmprow.e Strcllgth TCns■:c S're i�th µ':,!cr AL•S)r2(it;n .Moistt.rc Vip;,r Tr.11 TTI551:711 r)in1L1))IC'11 L: (11)11ity AST.'1 D 1623 A.ST.m D 2 i_7 n5'rtil E 96 ASTVI 1)2'26 9S :v POLYF'OA1t YRODL'CTS , I NC . Tc, t S wcircnttnns PA 101 ACCEPTANCE No.: 0t ��? Approval Datc:.ru j �t,ol (;xpiruIgo,t Date: M Q ,r I zgLm I�rcl c 1.6 Ibs /ft.' 1 13 PSI i'anilel to rise 12 PSI Perpendicular to rase _ '8 PSI Parallel to rise 0 LS3JFt2 1.1 I'crr•.t / loch .1.07% V ilttntc CI:J IEIC it weeks Chan n 1I::n:itlily, 2 tvt ki. hL�1Cr )I l n Product D ' r • a Two component polyurrthnnc Dispensing Cc,uipntcnt 1 )trcnsii'g Equipment Frank luloasa, KRC I'ro(Juct Control Examiner : ": .n_cr -a -- - nA >rs.t S)e 1042 Pot yfp rn Prorlu nc. POL1TOAY PRODUCTS, INC_ A CCEPTANCE No.: 01- Q521.0Z Not .tic physical properties I;sted Above arc presented a typicnt average value, to determined by nr opted ASTM test nictliods rind ore subject to normnl nutnulacturinr var;stion. 3. LIMITATIONS 3.1 fire classifica :ion is net part ofthis acceptance. Refer to 14e Prepared Roof Tile Asscrnbly for fire ratinb. 3.2 I'olypro8 Al shall solely be used with flat, iow, & hits; Cie profiles. 3.3 Minimum underlayn,cn :s shall be in compliance with the Roofing Applicatjon Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use•of Potypro® AI'! 160 roof tile adhesive with glair tile a ssemblies shall test in accordanc with PA 101. 3.5 Roof Tile man tir1ctures.acquiring acceptance for two paddy- placement wit %, thc use of Polypro4C AJ-I I6C roof tile , adhesive with their tilt assemblies shall test in accordat.ce witi PA I 0 - 1 and with section 10.4 as modified herein. -W M.S 4. 11'STALLATION 4.1 Polyp; o® AN; 60 may be used with any roof rile assembly hav;'e a current NOA that lists up(if resistcncc values with the use of Potypro® AH160. 4.2 Potypro® AI -1160 s! :all be applied in compliance with thc Cor- Appl :cation section, and t!•c cor•espo,, ;, T Placement Details noted herein "Pie roof tile assembly's adhesive a :t: c tmcat with the use of PolyproCID A1 sha:l provide s::fl:c :en: a :tac!:mcn: resistance, expressed as an uplift based sys :e;- to nice: cr e�cccd the up!iR resistance determined in co ;ar,ee with Miami -Dade County Rneting App :ica :ion Standards RAS 127. The a dhesive at :ac:inicnt Ca :a is noted in t : :e roof file assc:ttb;v NOA 4.3 ?clypro Al-{ l60 -con tilt adhesive and its components sha:! 5c installed in accordance with Recline Application Standard RAS 120, and ?oiyfeart Products. Polyprc€ AH :60 Opera:ins Instruction and Maintenance Dxic!e :. 4 .4 Instal :36on must be by a Factory Trained 'Qua :ificd Applicator approved and :icenseet by Pc :,foam Pro Inc. Polytoant Prcducts !nc shall supc!y a ! :;t o app:icators :o thc a :ithcrity having jurisdiction. 4.5 Ca;:!'; a :ion of :! :c ?campro® dispensing equipment is require: be'c -e application of ad):cs:vc. Ti:c mi< ratio !;etv.•ccn It 'A" component and :he '3'' component sha :l be n•a between ! 0... 15 (A) : I 0 (D) The dispense inner shall be set to deliver 0.0' 7 5 :c 0 15 pct..tds per the as de :ermined at ealb:-a:io No other settings 51 :a :: be approved. 4.G Polyproe ."%I i CC ;itu ;l appi :Cd with Foampro WIT 1 000 or Pr ofacl: 30 & 100 dispensing cq ; :iwire - on �.' PalyprodD I i160 slta :1 not l c deposed r: C? in f)cnlly 10 suni 3 Frzrw Zuloasa, RAC I'roe Control Examiner @001 f • t ' 1'orw(oanl Products. 111 C_ :9 rut, run■ Yh ODUCrS, INC. A CCEPTANCE Nc. : 01- 0521.02 A DHESIVE PLACEMENT bETA 1 SINGLE PATTY 1; ^o^ ^`7b allgdw r ring 17 la 14164 IV I.A., ► trga SIP to p • /11 71 um% a .. i gw.ii /.... Ao M- Hog V0 le 1 ti fro. .+w oil g r1 t►.r V► r.g__W IA. F rani( Z u 1c-- -- Q.RC 1'rotJuc: c -..z �I Examiner Zoos rolyicrt ?rod&i A DI-4 [SIVE PLACENIF.:NT DETAIL 2 SINGLE PATTY 6 - - rRODUCTS , I NC . ON xliJ 4cro. ACCEPTANCE !No. 01-057[02 FraicZ.. =ask RRC Prod= C.....r.tro I Examincr • • 2 • - 7. • - [2. 007 • 1 f 41Yfc n i Prad ln c. N•21 IA pia 2 tic rtmrnl O f In • ] In. Single paddy or undo• IJyr+ent 2 I 1 in, l 34, pedd) .••• F.icie coon, .rhy wI through pL.tic ccecnl u I ;n.. , i Sleight peel t ndtnllnuni 4 S'ngl. >e60) .n lap al Me 4 4d0 00 011. ; io e Ihe le N under I:Ic 2 4 lei_ ;Ingle p ` Cr top 0114 Grn Cary P'3 Daddy or lop DI lilt 5,ryI. paid) under Me X&_-1 ACCEPTANCE No, : of -052 q All11ESI VE PLACEMENT DETAIL 3 DODULE PATTY 194417 (b.t�..ei dl.l hie (under IN 7 k ^ ►i P+ CQI Mai thr nup•11 (Amon' Slnpl. pi undo 11. Iln1.A�nr I SIn�Y paddy pe)►•.n 1 kt11,� o � r �� ►w) �. c arr on), 44 110\ 2 in, giddy on Sif D•r...n :no E.w t:o.ut In . Ho. F ;Ku i P Ulu :awls moll Fronk zuloasa, RAC ProrPUct Control Evrnincr. Fnc Con :lawn, of .do. YOB• 13:10 F'Al $5.1 �7b 70.12 Yolv'fonn: P%o(Surrs ti ACCE PTA NCI No. : 0±9 1 Rcncsva; of this Acecptar.r_ (pproval) shall be considered alter a � and ( c original subm ;tied documents, including - dec tayliLtiort has ts, a older than cif ht (M) years. ! rest supl)ortutS data, :7,_: fii.d � -- u..►cItIS. an: no 2 Any and all approved pr;,v'ucts shall be permanently libeled with tip s :ino flue following staunm U an "Mi. ni -Dade County = -ol A rcr ' s name, cif sp<cirlly stated in du: specific condition I'roJ c s of this Acceptance. •, -,. �pprvva( ". or s ca 3. Itrr.e% %als of Acceptance ■:11 not be considered if Tigre Its been a c;ta :age in the South Florida Ou;Idind Code a product and the Product t ct is not in compliance s�•ith the code ch1_ •. -Inc evaluation of .I:, The product is no lo nger the same product (identical) as the of i o; c IF the Acceptance ho/der has not complied ' a ?prnvcd. trc :siding the corr�.ct installation of the product tivit il the rc�e.: , of this acccpla•. c d. The engineer t. originally prepared signed and sealed the tcc_ s,5;ai:rcd, is no longer practicing the eny,nccrin profession. clo`umcn alien initi:.'I) d na; revision or ehangs i:: the materials, use, a,id/or manufocture c' t:, :u :crt :a : ;eall) b: eaosc fo: cormi ;ration or this AcccpLbnce, unless r;: � rndLCt or proces rcS:;cs :cd (t5rou fife :'ng of a revision appl ;ca :ton w ith rc : app'O`�al Ass b s :trier PP P' = _ and g: rated b� �ha 5 A rty or the fcllow ;r. shall =:S b grounds for rrmo %'al of this Accc a. L "its •(S actor) perfo:uta ,cc of this r d D! �.1ist:sc of this Ac:cpri.icc as an ncio seen t or e an rode : : ocher uurp.scs. Y P :e; advertising or i- Notice of Aee : : :e, ;t5er preceded by the words Miaini -Dan_ `v Jtc eN,; r.:,on Gat: 11:3y be displayed in advert ;i■tg literature. • ,lc.:,�! c: • Gisp;3)•ed. L'::r, s!tall b. c in its cnlirily A copy of ilt:s Acccp :a ::c as wet as approved dra%v and other dc: ;::•_� 5.: to ;:e • :COO tae t.s:; �)� the manufacturer � ��'here it applies, s :_ . :I„ rer or its distributors and spa. _ _,: r Jo'J 5.1e n( al. tare Yl:_ eng.nccr need .er inspection _ rc: reseal :Irc copies. Fatt,;rc :o comply tv,!:i scc :ior. ci this AcccpCancc shall be Acz :p ranee r . of A, . consists Cf pages 1 through a s END Of THIS ACCEPTANCE � 7 .„ N Xd ; -i.i 7 FCLI•F'CCAX PRODUCTS, Z O C v. Florida, and fcilo•, c. -ion of the Notic = ruticn and rcntct ;t :f : :- Sa g - RRtC : >a<t Control E. an incr Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/17/2004 Applicant: JOHN STEUTEL Owner: STEUTEL JOHN JOB ADDRESS: 399 NE 98 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060135660 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -829 Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 24 & E25FT LOT 23 BLK 41 LOT SIZE Fees: Description Amount FEE2004 -6273 Building Fee $325.00 FEE2004 -6274 CCF $8.40 FEE2004 -6275 Training and Education Fee $2.80 FEE2004 -6276 Technology Fee $8.13 FEE2004 -6277 Scanning Fee $15.00 Total Fees: $359.33 Total Fees: $,9.33 aL\ Total Receipts 0.00 Permit Status: APPROVED Permit Expiration: 12/12/2004 Construction Value: $13,800.00 Work: RE -ROOF MONIER TILE COLOR THRU 0, 0 i s Pia In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: