Loading...
152 NE 92 St (8)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building MIAMI SHORES VILLAGE. FLORIDA ❑ DATF: 195 ❑ PERMIT 1■19 3175 Contractor's License No. 0 ❑ Work to be performed under this Permit CONTRACTOR OR BUILDER B1 Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the .work covered hereby whether shown on the plans or drawings or In the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 6 Architect Contractor or Builder Legal Lot II 81. Description. Address of Building BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N? 15245 ❑. Work to be performed under this Permit CONTRACTOR OR BUILDER Subdi- vision Value of Project $ DATE 195 Contractor's License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with s uch ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. IIY AUTHORITY Application is hereby made for the approval of the detailed statement in me plans and specifications herewith submitted for the build ins 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, whcther 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 .... .1- 1 1 1- : , 04° , a e / r ( _ — No. Registered Architect and /or Engineer .,. - -- .,-- •..,.,,,,s ,.,,. Name and address of licensed contractor ... =. 6:V 1Y0 !a °/ /,2A 4' .36 °S / /1/ /f4 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done j, mg. AI 6 9 a S /'¢ State work to be done and purpose of' building '(by floors) L 4 -. c lad , C! 4'_. .... T/1. 1 -J: _. ._.._._ New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $....e ..70 a v Zone cubage required Distance .to next nearest building Maximum live load to be borne by each floor Permit No.._.. Disapproved (Signed) MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Building Inspector BUILDING INSPECTION DEPARTMENT Chairman Mcrr,ber Member — - ....._..._._...._......_ Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the I'J,tit.g Board. A re- inspection fee of 31.00 will be charged materials anti /or workmanship. Date......_.. PLANNING BOARD DATE a G street__ .44°.57/ -4 . and for no other purpose. Addition Repairs Roof Covering ..�gg�� Amount of Permit $...O .L t Plan Cubage Size of Building Lot Notary Public, State of Florida My Commission Expires No. of Stories I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby crrtify 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 Sup clement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr - .rs, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed). a te•:. .. STATE OF FLORIDA, I COUNTY OF DADE. ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. .11 Date....4 . ! a Read, Sworn to and Subscribed before me. ....... Date Mcmbcr Afembcr Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Owner's Name and Address Registered Architect and /or Eineer__ Name .:nd address of licensed contractor. New Building_ STATE OF FLORIDA, COUNTY OF DADE. Ss. Member _ Council Approved. Location and legal description of lot to be built on: Lot_ __. Block. NHAMI SH® ES 'VILLAGE BUILDIN INSPECTION DEPARTMEN APPLICATI FOR BUILDING PERMIT Application is hereby made for the approval of the de. iled statement of the plans and specifications herewith submitted for the build- ing or o hrr structure her i., described. This .'.pplicatica is made in compliance and con o'm•ty w.th the Building Ordinance of Miami Shores Village, ti lor'da, and all pro, isions of the Laws cf the State of 1i krid. all o d nances of Mi .ni Shores Village and all rules and regulations of the Building Div.; ' i of 'i;iani Shor.• ` illage 1- '1 a -oi ipl.ed with, whether herein specified or not. A copy of approved plans and spectficati •ns must be key ' at building durin progress of tl.e wcrk. Date Subdivision Street and Number where work is to be done_ State work to be do and pu ose of building (by floors) 4 __Plan Cubage __Size of Building Lot 1 6 3 Street. and for no other purpose. Remodeling__ ____ _ ... Addition____ _.._ _._ __.. __ _ Repairs. - - - No. of Stories. To be constructed of_ ___ _ _ Kind of foundation , ._ .__ Roof Cov'ring__ Estimated ;tal cost of improvements $__. . __._. _ Amount c.` Permit $__ Zone c'ubage required_ __. Distance to next nearest building_. _ _ Maximum live load to be borne by each floor. hereby submit all the plans and speciiications for said building. All notices with reference to the building and its construction may be sent to The uncle signed appli :ant for this building permit does hereby certify that he understands and accepts his L'bligations as an employer of 1: bor under he Florida Workmen's Compensation Act being Section 5966, Coi pled Gen al Laws of Florida P. -r• ant-n. SnipJ)k rent, and has compl.ed with the prov'. y ions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be pf rf nmed under this perniit; and '.will post or cause to be posted for inspection on the site of the work su.:h public noti•-e or i,otites as are required by the Act. The uad•, agrees to employ only such i.abcontr. ctors, on work to be perforn, d :. der this permit as are licensed by Miami Shores il!age. yP � Remarks__ (Signed) _ - _ v J Notary Public State of Florida Before me, the undersigned authority, a notary public, duly authorized to administer oaths ..nd take acknowledgments, personally r p- peared ._ to me well known, and who, being by me first daly sworn, upon oath deposes and says that he is the of th abov. described instruction. t: ,: t he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr'ie. Permit No .__ ._ Date__ . P Read, Sworn to and Subscribed before me. Disapproved .. Date_ . ( Signed) " uildinInspector My Com:nission Expires_ PLANNING BOARD DATE Chairman Member .. ... ........ Member Member Member .Date Disapproved -_ _ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application ifter approval his been obtained from the Phini::ng Board. A re- inspection fee of $1.00 will be charged when such re- inspection is male necessary by improper notice for inspei.t'nn or fay ity materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT A PLICATION FOR UILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address Registered Architect and /or Eng="eer �y) Name and address of licensed contractor Location and legal description of lot to be built on: <� Date - .. -.. No l ,19 V Street R- 2- f Read, Sworn to and Subscribed before me. Lot Block Subdivision Street and Number where work is to be done E 9 State work to be done and purpose of building (by floor 4%--// and for no other purpose. New Building Remodeling Addition Repairs No. of To be constructed of Kind of found 'on �P . Roof Covering. -. 4�1�/ Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors on work to be performed under this permit, as are licensed by Miami Shores Village. J' c [ G - -'? > ('. Remarks (Signed) cam' - ,/% %��. / STATE OF FLORIDA, I 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 same, and that all facts therein by him stated are true. 7 Permit No / r Disapproved Date./ �� f / // Notary Public, State of Florida (^ (Signed) / 1- o ' ll Building Inspector My Commission Expires (i PLANNING BOARD DATE Chairman Member Member Member Member ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Notary $ T aining/Education Fee $ / , Scanning $ j 5 Radon $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 51'CS Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 0' S` �7(,�° -/ �Ffe ' . /5 /JE 9c ^ '1 - 54122 Cityl S /-k2Es State P7___. Zip 33/3 8 Tenant/Lessee Name Phone # 7/c -,.,7 / 4 9 - 7<o,? Job Address (where the work is being done) /6 N� City Miami Shores Village County Miami -Dade Zip 33/3 Is Building Historically Designated YES �/ NO Contractor's Company Name Lo W ER/ 71 j 22 .SO✓l Ro� nG Phone # 3(6= �- ' 35 0 0 Contractor's Address 1 l -! C f , <;(4,/ ( C- - J City �12aV 4 Qualifier L i - i o State (_ Architect/Engineer's Name (if applicable) Ni //. Phone # $ Value of Work For this Permit /, ca 0(J . 0() Type of Work: ❑Addition ['Alteration ['New 43 Repair/Replace El Demolition Describe Work: R MR-00 P,v1 j (: -k � (�u 1 �'� AMC Y �(_ (! 1-48.00/m40/-e_ /k get, G 1 a y -� i l s C= ? w l�, A t•-\ wd � A. R-6 r v1 P (� 7 tom. l Zv ( dp **************************** F. es * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ i CCF $ 5 /0 CO /CC _,,,,,, „i r Zoning Code Enforcement $ Structural Plan Review. $ ,.- Master Permit No. Plumbing Mechanical Zip Square Footage Of Work: A.) 0 0 Technology Fee $ Bond $ Roofing Bonding Company's Name (if applicable) / A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ( \_/ 4 ' 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 -le approved and a reinspection fee will be charged. S ignature - ttigk c � o t >� ° " 0 � T Signature a 0 d E,:'K, (E K)• f Ower or Agent i Contractor The foregbing instalment was acknowledged before me this :/ The foregoing instrument was acknowledged before me this / day of ' /'' " ". , 20 G , by , day of 440.'k , 201? , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did to pi as identification and who did take an oath. e 1 "''�. °n # 2 6 1 NOTARY PUBLIC: oOOTARY PUBLIC: � % . �' - C � � se Dario Perez C 1 4 ao <_ FsP " a id •�ru Inc on # D D1r0 4 Sign: i A • t c� z Bo oy acnACo.. Sign: i G -- ~ , _ Au 26 , 2006 Print: J l ' C t�l '. �t' ' ��� i�r��� � + , Inc 1 _ t " : ded Thru Pr int: :�- lv co.,tnc. My Commission Expires: My Commission Expires: ` o de dlIIR Chc 12/15/03 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used), Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. ° NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 19 of 21 the:Florida_- _ NOA No: 034)5(05 Exp atloi }: ; 17ate = lti O4108 iiii#01_12ate.:Q/2 . �S1 .FOOD DECK SYSTEM 1 A slip sheet is required with Ply 4 and Flex Ply 6 wl en Ogilfas a- mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or 1/2 Type : gypsum-board is acceptable to be installed directly over the wood deck. 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 be installed in multiple layers. The first la xer shall be attached in compliance with , Product Control Approval guidelines. All other layers shall adhered in a full mopping of approved asphalt applied within the EVT rarige and at a rate - 2 lb5s'/sq or mechanically.: attached.using the fastening: pattern of the top gayer a ' 0 i v ..' , 3. All standard panel sizes are acceptable for mechanical attachment When applied in approved` asphalt, panel size shall be 4' x 4' maxmum . w =: 4. An overlay and/or recovery board insulation panel is re4wred-on all applications :over closed cell foam insulations when the base sheet is fully :mopped If, no ereovery, 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 sidelap and. one the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 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 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. - 6. Fastener spacing for mechanical attachment 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 resistance be less than that required, as determined by the Building Official, a revised fastener, spacing, prePared,signedand sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be. sub mitted Said revised fastener spacing • shall utilize the withdrawal re value - taken from Tes rig A pplicationY S tandards-TAS 105 and calculations in compliance with ^Roof ng Application S tandard RAS 117 7. Perimeter and corner.:areas shall ,comply with-the ienhanced. : .up1ifft pressure= requirements of these areas. Fastener densities shall be 'increased for' both xnsulatibn' anti base sheet as . 'calculated in compliance with Roofing Application Standard RAS 117:'.(When this .limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers; metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 - and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be-applicable to all roof pressure zones (i.e. field, perimeters, and corners): Neither rational analysis porextrapofation shall be permitted for enhanced fastening at enhanced pressure zones (i; e.: peruneters, e xtended; c orners and corners). (When this limitation is specifically referred withinxhisNOA General Limitation #7 will not be applicable.) T � f3 10. All products listed herein shall a have .. qty uali assur auds> accordance w r • Building Code and -Rule 9B:72 of the Florida Adrninrst`tative 6d TIC tL� • ROOF COVERING MATERIALS (TEVT) irr k 1"ta ,istems . ,G kFolas Flex Ply 6t is a- suitable alternate?ici `GAFglas Ply .6" '. Roofing, t PJ.. CI1t1tnttted Roolzng - is (TGFCI) Co lftfie fit .. -. . .GAFGLAS irSO Premium Base Sheet may- 3ae,""Sise-ui.an of khe.followma .• • 'Cap Sheet:.. G_�FGLAS Mineral 5ur`tacedZap Sheet , � - y o d Class B :.� _288�-- �w��1�aV1�1T.EA(AL`S�1 : "G,:t,FTEMP Permaiite Recover Board may be used •in lieu -:of. arty perlite insulation in any of the fblldiving NC Classifications_ Class A,B and C Hot rooting asphalt, for use with organic and glass felts or modified bitumen m embranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A . Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber(iso nurate coiarpasite; p enolic_ any thickrlessc Ply Sheet.;' Three or more . lavers Tf�p °C 1 ',G t L 3? ''GAFGLAS -P1 6 hot mopped - Surfacing ::Gravel Deck C 15/32 Tnrline... _. Insulation -' Orie or morelayers:-perlite,--wood . fiber,. glass.: osite perlife/ urethane composite, wood •fiber / isocyanurate composite phenolic arty \ Insulation (Optional). One or more layers perlite, -woo er, as • fiber, isocyanurate, urethane, perliteRsocyanurate composite, perlite /._ l_ Mineral Surfaced Cap urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply, 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" .20 lbs/ sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck C -15/32 Incline: 1/2 --- Insulation (Optional): One or more layers perlite, wood fiber, g lass Cap Sheet: et: One layer Type G3 "GAFGLAS Mineral Surfaced Cap fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite? Sheet "• fiber, nu isocyarate, .urethane,. perlite /rsocyanura.e ca _.�... thickness. '- ' • - Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite / urethane composite, wood fiber / isocyanurate composite, phenolic •Zm. max. S 6 ". Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF : Ply 4. Deck NC - Incline: . .1 /2 -. -_ Insulation: One or two layers 'Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any Classified gravel surfaced Class A asphalt glass fiber :'mat system: _..� `_K .... Deck C- 151, Inclut� 1 Slip Sheet (Optional) Red-rosin paper nai1a o deck " t' Base:Sheet :. One, layer of Type 2 GAFG1 AS #75 3as� Sheet' `(r nailed) " Ply ••Sheet - One= or more layers of ype Cl 4A RAC 'GAFGLAS - Ply 6 Cap Sheet One layer of Type G 3 GAFGLPAS Mu tSur cEd Ca Sheet". : - .__... 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". 2. Ply Sheet One or more layers of Type Gl "GAF GLAS Ply 4" or GAFGLAS Ply 6" Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet . Deck C 15/3 - - ricline'a Insulation: , .One: of more layers perlite fiber; an isocvurate, ure thane, perlitetuosyuiurate composite; p_erhte/ composite phe nolic 10 in..mir offset from plywood lomt.S. Base_Sheet: Ozie or snore layers aFf . f G3x"= ' - Membrane One.`or more laye � s .44. .. t 4 hIn '1 h Qr . . , � • gi 'Ruberoid Toscli Plw ( + '�? ule). granoF� Rubervid2vlop=l'lus r•_ s f C ap A ee CSA GLAS �iineI • 7:1 tio y { �6c ess. l 8 — Deck f Y5132 -a '' 7v �+r �ttx lksalaa (Opd ne oiial) O or mare layers - perlite, woo ez -g11I fibei; ° isocyarurate,:utethane per - 17,7 isneJtanuzatTOmp�sie4pexllte / n PP ^ : urethane: :composite wood fiber( Q anur? - nol? � eg` hal £1{f•1 �' � �-�•• � .;;;r: - ^ r r _ •a ,, •' base Sheet Two or morelayers •s. -tySheet. (OphonaI) , One or IntE • 1.Me>nbiange'Oci — e7 ore- Ia eito • • ^f _ _ :.v.... v.. ROOF COVERING MATERIALS (TEVT) Deck: C -15/ 32 : Incline: 3:1, . Insulation (Optional) One or more lavers perute, Wood fibe glass fiber, isocyanurate, urethane, perlite /isocyaaurate•=e15Mposite, perlit/ urethane composite, wood fiber / isocyanurate composite, phenolic; any thickness. Ply Sheet: Two or more lavers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite /isocyanurate composite, perlite. - urethane:cQ.mposite, wood.fibeilisonranurate composite;_pherwlic, anti q � �s4 ore dayersf Type CrT r2 -asp V Membrane: One ;or more., layers :qf Rubeioi"d ; ort -' smooth granule) 'Ruberoid Torch Plus' (granule) 'Ruberoid Mop (smo u �? - granule -0r' R uberoid Ma Plus' ranule of qtr Cap _Sheet: "GAFGLAS - Mineral Surfaced Cap nioppeu __ ._ . _ 1 Deck: C -15/32 Incline :'1f 'GAFGLAS Ply•4' or 2 d fib sl -- urethane composite, wood fiber/ isocyanurate composite, .phenolic, any thickness. Ply Sheet: - Three or more layers of Type GI "GAFGLAS Ply 4" or f` "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel_ :.•COMB1 - ''!'i:TONliOT AND COLI S.. - - iS ', ` Class A:_ z � � .. -� T- • -r I IT Deck NC Incline ' ,� :nsulaioni (Ophrinal) One or snore4ay_erBe_rlito-riuiuid fibeuu &las :fiber 2 u,:: max =PIy I Sheet Three. or more - layers'o f Type G }y 6t�F LA6 P1 g �c - "GAFGLAS Ply 6" s ; Surfacing: Grundy Industries "al MB Aluminum Roof Coating at v '' 1 -1/2 gal /sq. - Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, . isocyanurate,- urethane, perlite /isocyanurate:_eomposite perliteI urethane composite, wood fiber / isocyanurate composite; - thickness. Ply. Sheet Three or more layers of Tvpe "G1 GAFGLAS Ply �s or "GAFGLAS Ply 6" ., Surfacing: "Weather Coat Emuls' ion' at 3.ga1/ sq ..a Deck NC • Incline 312 �= " Insulation: .One -or two layers Isotheriii. ,,;,3.k'i .ep ! , _,P1x.Sheet Airy 4 - .Gassified gravel sucerI t . • OSZkI..SQu? n • _ e.�.r ..1 .r a . ar=caasa • s T z' e,-0r aior lies 'ttcs-�xi dieretvii her :` %- IdTore111'Ius { ir{•mail ` 4'ai.•, :� _ _ - _ ..� -• gr arnile),. Ritberp , P:FS�si 1: .r L ..,..,. . �r a*F �- r, :, fin . ... :.SW.• .� �,,,�. -. , m' •, - ��. era nelPl =nr''aRn"bEfdit3''10I0rSP ._(kid SaCia di A:ax ■Asvnt+ • Roof System Manufacturer: 7 j D -h 1 C-() l ' �- )/\- Notice of Acceptance Number: 4 - c) b b 2, D (1 Minimum Design Wind Pressures, If Applicable (From P1: C !6 P1: ( 5 . 1 RAS 127 or Calculations): P1: — `7 S l Maximum Design Pressure (From the NOA Specific System): v2 I c U Method of Tile Attachment: 0 j y , ° `, (0 1 y r ; 1,\- l — lci /Z ('" R - 01y Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 3 : 12 Deck Type: Ridge Ventilation? Section D (Steep Slope Roof Svste Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: Steep Slope Roof System Description ( /A Fasterner Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covereing: Type & Size Drip Edge: ). e.t1'1 1 I ' << k_i tv., 1), 4 . �.: / Revised as of March, 2002 f:\buil \$adm \evle \ -02 counter\ forms \Rooting_Appendix.xls \SECTION D /3 + �c, L__ Where to Obtain Information DESCRIPTION SYMBOL WHERE TO FIND . Design Pressure P1, P2 or P3 RAS 127 Table tor by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Root Slope 0 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mt NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I ' length w = Width NOA All calculations must be submitted to the Building Official at the time of permit application. Mean Roof Height -♦ Roof Slope 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 262 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 (P1: (P2 (P3: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose wither Method 1 or 2. Compare the values for Mt, with the values from Mi. If the Mt values are greater thatn or equal to the Mr values, for each area of roof, then the tile attachment method is acceptable. N S w-"` v NJ NiO 4 Me "Moment Bas Tile Calculations Per RAS 127" ( P1: kt X X equals ( P2: 015' X X equals ( P3: 0 \ x equals X 1: X I: X 1: equals equals equals Revised as of March, 2002 Section E (Tile Calculations) X mr: x Inn X wu: minus Mg minus Mg: minus Mg: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resisitance (Mr) From below: Mr Required Moment Resistence* Method 3 "Uplift Based Tile Calculations Per RAS 127" equals ) • minus W: equals ) mtnus W: equals ) minus W: equals Mr1 equals Mr1 NOA Mf equals Mr1 NOA Mf NOA Mt * Must be used in conjunction with a list of moments based tile system endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile system use Method 3. Compared the values for F' with the values for Fr. If the F' value are greater that or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. X cos 0: X cos 0: X cos 0: equals Fri: equals Fr1: equals ,Frl: NOA Mf D-0 NOA F' NOA F' NOA F' f: \bull \$adm \evie \01 -02 \counter \forms \Roofing Appendix.xls \SECTION E M lA M I DADE BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corporation 13450 SW 126 Street Mianrl, Florida 33186 I►11Af 1I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 %VEST FLAGLER STREET, SUITE 1601 MIAMI, FLORIDA 33130-1561 995) 375-2901 FAX (305) 375 -2908 Scorn;: This NOA is bring issued under the a 1plicable rules and regulations governing the usc of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (13OIZA) to be used in Miami Dade County and other areas where allowed by the Authority !laving Jurisdiction (Al EJ). This NOA shall not be valid after the , :xpiration dale stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AIFIJ (in arcas other than Miami Dade County) reserve the right to have this product or material tested fo • quality assura:ice purposes. If this product or material fails to perform in the accepted manner, the manufacture- will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the usc of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detennined 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 1tigh Velocity ilurricane Zone of the Florida Building Code. )ESCRIP'I'ION: Alhambra handmade Clay Tile LABELING: Each unit shall bear a p :rmanent label with the manufacturer's or logo, city, state and following statement: "Miami -Dade Comty 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. TERr\IINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, usc, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE1IENT: The NOA number preceded by the word:; 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 entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of pages I through 3. The submitted 'documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0603.04 Expiration Date: 07 /05/07 Approval Dale: 07/05/02 Page I 01.3 A. TESTS: The Center for Applied 940150 -2 Static Uplin Testing 08/94 Engineering, Inc. PA 101 (Adhesive Set) Testwcll Craig Laboratories Lab #: AV -19 Physiccal Properties 09/95 & Consultants ASTM C 1 167 Testwcll Craig Laboratories Lab #: AV -20 Static Uplin Testing 02/96 & Consultants PA 101 (Mortar Se!) 13. OTHER Test Agency Test Identifier Test Name /Report Date Notice of Acceptance number 02- 0603.04 E -1 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This roofing system using "Two Piece Barrel Alhambra ", as manufactured by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where thc pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as an uplift based system. 2. PRODUCT DESCItIPTION Manufactured by Applicant Dimensions "Alhambra Tile" Trim Pieces Product Roof Tile Adhesive ( "Polypro® AH 160 ") 1 =18" w= 8'A "to7 'A" taper '''A" thick 1= varies w = varies varying thickness Test Specifications ASTM C 1 167 2.1 Componcnts or products manufactured by others Test Dimensions Specifications N, A Scc NOA Product Description Two component polyurethane adhesive designed for adhesive sct roof tile applications. Product Description ASTM C 1 167 Iligh profile, !o- piece, clay roof tile. For direct deck adhesive set applications only. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Manufacturer Polyfoam Products, Inc. with current NOA 3. LIMITATIONS 3.1 Fire classificiition is not part of this acceptance. 3.2 For mortar of adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Coune Certified Laboratory to perfonn quar.erly tcst in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to thc Building Code Compliance Office for review. 3.4 Minimum undcrlaymcnts shall be in compliance with the applicable Roofing Applications Standards list d scction 4.1 hcrc:n. 3.5 30/90 hot mopped underlaymcnt applications may be installed perpendicular to the roof slope unless stated othcnvisc by thc underlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. NOA No.: 02- 0603.04 Expiration Date: 07/05/07 Approval Date: 07/05/02 Page 2 of 3 4. INSTALLATION 4.1.1 "Alhambra TiI.:" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x vi Tile Profile 1Velght -W (Ibf) Length - I (feet) Width - w (feet Two Piece Barrel 6.90 Alhambra Tile Table 2: Min Tile Profile Two Piece Barrel Alhambra Tile 1.50 Load - F' (lbf) Attachment Resistance 217.20 38.80 mum Characteristic Resistance Tile Application Adhesive Set Mortar Set 5. LABELING All tiles shall bear the imprint or identifiable marking of thc manufacturer's name or logo, or following statement: "Mi lmi -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by thc Building Official or applicable Building Codc in ordcr to properly evaluate the installation of this system. PROFILE DRAWING "ALHAMBRA TILE" END OF THIS ACCEPTANCE 0.67 avg. NOA No.: 02- 0603.04 Expiration Date: 07/05/07 Approval Dale: 07/05/02 Page 3 of 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoem Product, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 Your application for Notice of' Acceptance (NOA) ot': Trio Component Polyurethcne Foam Adbeslvc under Chapter 8 of the Code of Mlaml -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Bui di ng Code Compliance Office (BCCO) under the conditions specified herein. This NCA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO =ernes the right to revoke this approval, if it is deter:nirucio by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, Vhc expose of such testing will be incurred by the manufacturer. ACCEPTANCE 1'(O.: eT- 0 1 52 1,42 £XYIRES: OS/1OnOp6 THI TS F •Yr, APPROVED: O6U4iZOAI, t IL AI)DITT • �.� COlJIQ TTIONS • EV FIN COM •1 L lo W • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 6U1491■C CODE COAIPL 1ANC>E OFFICE METRE -DADE FLUCLL•R DU(L 140 WEST FLAGL STREET, su rr 1 601 MIAML FLORIDA 33130 - I54) (305)17S -2901 FAX (303) 375 -2'901( C(N'tTRACTOR l.uczN IVC SrCn (A1)373 -2177 PAX (3as) 3 "5 -25 sa CO,YFRLACTOR t.NKIRCEMl7' T DIVISIOf< ()03) 373.7966 FAX OW) 3, 5-19a1 PRODUCT CaYfl OL ervtstOr+ (305) 17$ -294 FAX ()ZS) 17..43 )9 Raul Rodriguez Chief Product Control Division ITT This application for Product Approval has been reviewed by the BCCO and approved by the Building Cods said Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. QAC° GENERAL Francisco J. Quintana. Director Miami -Dade County Building Codc Compliance Office Nit}tMO1'rc20001karnoitwe+oalm nmwq arm- p t Inttrn I mail 64dreu: postmatterabulltlingendeonline .corn Homepage: httpJ /wNw.bulldingtodcoritine.eom Poly foam, Fro4ttct: . ACCEPTANCE No.. O1- 4521.0 "L ROOFING ASSEMBLY APPROVAL Cttt reor7: R.txoling Approval Datc; ,tune 14, 2401 lip- tgror-t: Boor Tile Adhesive (Yatcrlals: Putyrirahanu 1. SCOPE This approves Polypr AH 160 as manufactured by Polyfoam Products, Inc. a nescribed in Section 2 of this Notice of Acceptance. For the locations where the design pr urc requirertients, as determined by applicable building code, does not exceed the uesign pressure values obtrined by calculations it compliance with Roofing Application Start;. rd RAS 127, for use with approved flat, low, and high profik roof tiles system using Folypro2- .4.1-1160. Where the attachment calculations are done as o moment based system for sin;ie patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test 121m as.Ls flcAt n a N/A PA 101 11/4PR li caal PolyprociD AHI6O 'carnprvrE.) R71:1000 N/A ProPlekt 30 & 100 2.1 Components or products manufactured by others; Any Miemr -Dade County Product Control Accepted Roof Tile Assembly paving a current HOA wticlr Iist opiif: resistance values with the use of Polypro AH 160 roof the adhesive, 2.2 Typical Pftysiest Properties: PronertY .Tsai Dery ty ASTM D 1622 Compressive ASTM D 1621 S tre.tt ilh Tensile Strength Wntcr Absorption Moisture Vapor Transmission Din,enslonnl S;ahiliIy N/ Dispensing Equipment ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 1 Expiration Date J►14Y t0. 2V46 Res walt4 1,6 l bs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular w rise 28 PSI Parallel to rise 0.08 LbsiFt 3.1 Perm J Inch Product Two component polyuretlwnc Dispensing Equipment 4 -0.07% Volume Change ( -40 F., 2 week +6.Q% Volume Chan :c Humidity, 2 _ wouhs Prank Zuloagn, RRC Product Control Examiner Polvfotrm P Qdur,ts. Inc. ACCEPTANCE No.: 0I.0S21,02 Note: flit physical properties listed above are presented es typical average values as determined by ucccEtcd ASTM test methods and are subject to normal manufacturing variation, 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to thc Prepared Roof Tile Assembly for fire rating. 3.2 Polyprot AH160 shall solely be usid with flat, low, & high tilt profiles. 3.3 !vtinimum underlayrncnts shall be in compliance with thc Roo0rg Applicatior. Standard RAS 120. 3,4 Roof Tile manufactures acquiring acceptance fbr the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two padcy placement with the use of Pclypro® A1-I160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -w F , $ t1 INSrALLATroN 4, t Polypro® Al-{ 160 may be used with any roof tile assembly having a current NOA tact lists uplift resistance values with the use of Polypro® AH160, 4.2 Polvpro® AH160 shall be applied in compliance with the Component Applicatior. section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachrnor,t resistanco, expressed as an upJifl based system, to meet or exceed the uplift resi4ancc determined in compliance with Miami-Dade County Roofing Application Standards ERAS 127. The adhesive attachment data is noted in the roof rile assembly NOA 4.3 Polypro® AH160 roof the adhesive and its components shall be installed in accordance •a-ith Roofing Application Standard RAS 120, and Polyfoam Products, Inc. ?ciypro® AH160 Operating Instruction and Maintenance Booklet. 4,4 lnstalletion must bt by a Factory Trained'QuatiFted Applicator' approved and licensee oy Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve,,d applicators to the authority having jurisdiction. 4.5 Calitrration of the Foampro® dispensing equipment is required before application of any adhesive. The rnix ratio between the "A" component and the "B" component sha,1 be maintained between l.0.1.15 (A) 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polyprp® AE-{ 150 shall be applied with Foampro R.TF 1000 or ProPacl 30 dr. 100 dispensing equipment only 4.r Polypro® A11160 shall not be exposed permanently to sun! M3 Frank Zuloaga, RAC Product Control Examiner Table l : Achesive Placement For Each Generic Tile Profile TllcProlilc I Placement Detail Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min, (grams) N/A ,, F t L` h P rr fi!cz 41 1 High Profile (2 Piece Barrel) 1 4! 17 /side on cap and 34 N/A Flat, Low, High Profile 42 24 N/A F'.at, LTA. High Profiles 43 _ 8 Pcl,'ivarn Fr-)ducts, 4 ACCEPTANCE No.: 01- 0521.02 :.8 ",'i:es must be f,dhered in Freshly applied adhesive. Tile must be set within 2 to 3 rninu :es after Polypi AH 160 has been dispensed. a.9 'c lypro® AH ;GCE 1accment and minimum putty weight shall be in accordance with h; 'Placement Omits' herein. Each gencri:..tile profile requirm the specific placement ::cted herein LABELING A l Polypro® AH160 containers shall comply with the Standard Conditions listed Herein. 6. 131111 DENG PERMIT REQULRENIENTS 5.1 As fcquired by the Building Official or applicable Building Code in ordv to properly evaluate the installation, of this system. Prank Zuloaga, RAC Product Control Ex.min 7 : Pc; lyfoam 1.ray111.19,i. git..1. F. fil.gan ..4 '-'_p' V.‘ ' < v. 4. aw• wo ad..1. ) de,04..a " • !• P:' •.• I T ! (7. U. h. 4 , - • ..... `.....',., ....., C.1. I --s r--% S , , . ''' ■.- ''' ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NA! (boo:0 n* Ms; ACCEPTANCE No. : 01-U5:11.02 Lar...rarmat cbosok adUpta actit,4 17 lo Atort Wiwi Iowa! m2 h 'WA Ili tamp - 14440114.14 Two coon uostwdrisk NG+ 111 Ia. ta 'lg. hue watt 0001 triAlf ar0 led b. 04 4U4 Sri. a Frank Zuloa.p., RAC Priduct Control E.).z.-rur,er Poll-foam Product3, Inc, ADIHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No. c A1 05I1Q Frank 2uloaga, RAC Product Control Ex miner Polvroam Pradpcta. Inc, ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 7 ACCEPTANCE No. : 01- 0521,02 Frank R RC Product Control Examiner �'•i �`tt �4Cuct . itifL AA.Ct .1EP' AitiL:E No, l Q 1l.l ;itni.\ \ ( :approval) shall bc constdor , :t!?cr s rcncwai app. c i ion uu� h: c,rg;r„i sulxnitteu documents, including tcsc- supporting ci .ta. engintx;rutg dc,cauvcrus. ar: x. h:.c a.::)• L: . L r a prtJucul shalt bC pc:rrna.rcutly IabJ! rJ ■riti; the nuanufzu;;u.1.(3 i ;.•t:, tt:_ ih.� iI Y: 718 S:cl::r1' L. IY iunl :ace Coup;)' . 'roducc CcptrcL r1 ;:pr:,ai' u: a states M tha p.JCiiiC Dr>ndtiorts of thiE AcupLat►ct:. Accr.pta tcc .v:ll nut be ccnsidt;tto ;f a There 1. s xttl : ctya'bc in the South Flericia IBuildutb Codc 3fftctug the val,::.trckl a ;,is ?rc,c.Ct .s nor in con)plia.v :e 'vith th,c cceu cn; ng Trr: rt>uct rs ao tot'.g', r san>v product (iatalttcfll) 43 the oste or:girully approvo :. Accc?:arcc no1d ns not cons? is with all :he requircrncns of Lis insrudllg 21c corny Iruta,lation of die product. ;.zgir:ccr who crigir.aily prcperod, sigr,cd and scGlcd the rcduircd docurn:rt.tti<:n s.'nnutt;xl, : no feYt< ;Cr 2racucing tie cngiocering profiSsion. i,K,r, .,rtngc in a n�tetic ;s, use, „tad/or rnanuFact.ure of tho procua or roeazs s:. -1 :lt•x.itr:a:fy t,c cc,uso :or tor- rtaucx; of this Acxpcancc, unless prior vrr,rltn bpprovul r:qucstcC (throug ',l J)c Fiir.g ci a revision application with appropriate fcc) an gri7:cc .h.s cli.c shsl; also x ground:: for rc.Tr>avai of this Acccptana: 'crforr arcc of this product er pro:tss. Ni:susc of ;Lis an cridorscnicnt of any krrdt,ct, for s.ala, r.l,v 7Lrposas. .•tcatxa,xa numoor prccadtzi by the words tvlul,ni -D cn Couruy, Flc:i-:!r 31K :v sac c•tibi; i :.or dax n,a) b disp,aycd in odvcr':sir.b litara.ur, :. If arty pQnicr, . - dc r , c ci ispla)cd, r shall bc: done r, its cviruty. Acc::puncc us •,ti; a; approved drawings and c i r docurnmts, `rh- fl' X io ■no roof b U ;r4,- facturer or la distributors ar,c s: all be ar✓ailabic for is p L i ob site a: 3,1 :Inc, The. cn3inccr nod not r_scal the copies F ':.I:Jrti c co-.ply w w any sc ,on of this Acc tans; shall to cruse for tcrn :rcptc.,.,.. 9 cor,srsts of pagcy ; through END OF THIS ACCErTA^10E • Frank Zulw621., RI-1.0 Product Con. rut Examine, Deck: Type: i X V2. Gauge/Thickness: Surfacing: Florida Building Code Edition 2002 Hia Velocity Hurricane Zone Uniform Permit Application Form. Section C Low SIo • ed Roof S stem Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used identify as 'NA') System Manufacturer: f NOA No.:_ ✓ , � — C� � L � ) Design Win g•( Pressures, From RAS 128 or Calculations: Pmax1: (max 'J Pmax3:± L _ Max. Design Pressure, From the Specific NOA System: "` f Slope: Anchor/Base Sheet & No. of PIy(s):, Anchor/Base Sheet Fasten r /Bonding Material: Insulation Base LayeF' Base Insulation Sire and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top I 'sulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): r �% t> Base Sheet FastenerBorlipg Mat l: .1c \ . Ply Sheet(s) & No. of Ply(s): Pty Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastenerl.londing Material: AS -t rev, O. Fastener Spacing ilor AnchorlBase Sheet Attachment Field: �lI ' oc Q Lap, it Rows 1 • oc Perimeter: ' oc © Lap, # Rows y @ L ' oc Comer: ' oc © Lap, # Rows @ _" ' oc Number of Fasteners Per Insulation Perimeter' ) I �� Coyr � er Board Field Illustrate Components N9t and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cloct, Cant Strip, Base Flashing Counter- Flashing, Coping, Etc. Indicate: Mean Roof, Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 'Manufacturers Details that Comply with RAS 111 and Chapter 16. ()\\I ' 'ln y� 11 Parapet Height Mean Roof Height 1 =I • MIA M I DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 M14.VII, 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 Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM' (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck. LABELING: Each unit shall bear a pffrmanent label with the manufacturer's name or logo, city, state and 'following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be "considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 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. LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03. 0501.05 . _ Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 Of 21 4 Deck Type 1: Deck Description: Base sheet: Fastening Options: Ply Sheet: Cap Sheet: Wood, Non- insulated 19 / 32 „ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS #80 UltimaT" Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTht Smooth or RUBEROID SBS Heat -Weld 25 base sheer mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Flex`P1y; .. 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached; to deck'wit.h' 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) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT`s 6,' GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1'11) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row 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, See General Limitation #7) GAFGLAS Flex PlyTM 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 held. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. Oue row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFT1TE) 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTPI'h) #12 or #14 Screws and 3" Plates, 8" 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. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, 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. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 18 of 21 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. - 14 1. 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) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r nailed 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). T A" 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with corm roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. -TA- 4. Exposed Ceilings: Exposed, open beam 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. ■./1 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 g.. 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. j7 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. Date f actor's Si atur Miami Shores Village 10050 NE 2nd Avenue Buliding Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -350 Printed: 3/29/2005 Applicant: JAMES AGOSTINO Owner: AGOSTINO JAMES JOB ADDRESS: 152 NE 92 ST Contractor LOWERY TIGER & SON ROOFING Contractor's Address: 14401 BASS CREEK RD Local Phone: 954 - 441 -4630 Parcel # 1132060133260 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 8 & 9 BLK 24 LOT SIZE 100.000 Fees: Description Amount FEE2005 -3874 Building Fee $275.00 FEE2005 -3875 CCF $4.80 FEE2005 -3876 Training and Education Fee $1.60 FEE2005 -3877 Technology Fee $6.87 FEE2005 -3878 Scanning Fee $15.00 Total Fees: $303.27 Total Fees: $303.27 Total Receipts: $0.00 1.01? Permit Status: APPROVED Permit Expiration: 9/7/2005 Construction Value: $7,200.00 Work: RE -ROOF COLOR THRU Signed: (INSPECTOR) Page 1 of 1 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: City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 JOB # James Agustino / 152 NE 92 Street To whom it may concem: . L Tiger & Son Roofing Co. This letter is to affirm that L, Tiger and Son Roofing Co, will at it's best attempt try to salvage the existing "Two Piece CUBAN Barril "tile during the process of our Re- Roofing project for the above mentioned customer. 30c Occ'n Should you have further questions or concerns please contact out office at By:L, Tiger And Son Roofing Co. 3/31/05 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 'U)Vti 4=l .3 3,.3 ( S 2 2. Description of improvement: ;i7t t? 011110E c• F COMMENCE E IllMl 111!1! @111111111111111111111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 3. Owner(s) name and address: 5141,-,\s r pJ 5 T M 5�y�,�.�s, - L 33/38 Interest in property: b -/ A -a t? Name and address of fee simple titleholder: N /� 4. Contractor's name and address: L o1,o y + aie avIr .SeNti Pc- CO' l UY0I Sw 4 c7 i FAA -PC_ .33 O.:1 5. Surety: (Payment bond required by owner from contr tt '�¢¢ D R C}F �RtTSA. cowry 01 u. +DE !�u Name and address: , A 1 HEREBY C RT FY tnet tnis s a try y cft• ?e Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom no ces • other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N' ir/ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: (loikA� 9. Expiration date 9 f thys4sI4i ce of._Commencement: (the expiration date is 1 year from the date of recording unless a _.� differ date is 1;ified)" - -- , ig f Owner' _ Ant Owner's N�me- �� 'ir�t��.S` � �! CAS /�r//f Prepared by �OttN P� G - 2_ Sworn to and subscribed before me this 622 day of 0 , 20 0�..r Print Notary's N My commission 123.01 -52 PAGE 4 8/02 Notary Public�1S CF I1 2005R02622`74-1 OR Bk 2317E Ps 1592; (ias RECORDED 03/17/2005 10:25:59 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Address: oL SOU CT H i kAM -iz, P1_. a -7 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. / Process No. I Contractor's Name OtA)eg\ Gv\J 3 L)V RCX.) v j Job Address i6 i\/(' •J y� 51-2e.= 1 ROOF CATEGORY lg Low Slope ❑ Mechanically Fastened Tile Morta Adhesive Set Tile) Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE .-1 Are there Gas Vent Stacks? Yes 1 No)' Type: Natural LPGX ❑ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 6 coo /moo Section B (Roof Pianl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,' overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Test Number `Test.Load (ib!) � Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 • 35 ' Pass 9 35 Pass 10 35 Pass 11 35 Pass . 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 152 Northeast 92 Street Miami Shores, Florida Project Number: LG05 -1383 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO5 -1383, Page 1 Test Numbeu• • Test Load (lbf) Test Status , 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 • 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 • Pass 43 35 Pass 44 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO5 - 1383, Page 2 NOrrd , -., ii i . ' . r + + ++ + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + 2". Afl OX. ROOF 1E51 LOCA110N5 ANP PIM N510N5 • MIAMI SHORES VILLAGE - BUILDING DEPARTMENT Ut. S ' 305- 795 -2204 Building Inspection Request D a t e Ftr Cq Type Insp'n Permit No. r7 s -3s0 Name JerneS / j r ( rCJ Address 1 SZ NJE, -f2_ S+ cou..5,(34.L. Phone # Company Inspection Date Correction Re- Insp'n Fee ❑ 46 Vice (‘'t_ ct to (, 7` s Cr t�S���