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1470 NE 101 St (6)Date Legal Description Owner/Lessee / Tenant $ /Z/W it //M Owner's Address /97 t `I / $7 Contracting Co., / 4' ( Qualifier i2 �. S ✓. & W1*" State i ' 6c056S 1 19 OWNER'S AFFIDAVIT: I certify construction and zoning. F Signature No My C owner :' db r Condo President to Owner an ssion Exp FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / y7) N � /d / S Tax Folio // 3 D0 60 lot t „4/k/ ,6q M $73 Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING AVING FENCE SIGN WORK DESCRIPTION fee-7/007 c5C? (co ,S �L Square Ft. L Z J / Estimated Cost (valu / v(5 � — 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 perfonned 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. :Ad!, t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating re, I authorize the above -named contractor to do the work stated. Y P MY .CYNTHEA EXPIRES: iurif6, Bonded ThnrNdtary titilleftdowittera APPROVED: Zoning Building C 1/(0 Date Historically Designated: Yes No Master Permit # 730 Phone 34 32? /7/2 Address 31'4/ S4) % 'Iv Nolly� ,/ ss# 6 - o f/ 7Phone 3Q56,573 072 Competency # 9M-5:000 89 Ins. Co. Address Address Signature of Contra r or Owner -Buil as to Contractor or Owner - Builder mmission E ires: " "', CYNTHEA BLOCH 1 4 MY COMMISSION # CC 843823 •._' " "� EXPIRES: June 6, 2003 Bonded Thor Notary Public Underwriters C.C.F. NOTARY '` "' BOND Electrical TOTAL DUE Mechanical Plumbing Structural Engineer Date Date ICE OF COMINC M,E T A -RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // 3.20.r Doty d06 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: / y 7C7 / / fL /b / $7 Ii1 i.fti i SA,"‘ /' L, 7• 0 s/ 8., Z5' 2. Description of improvement: 1266Oi'C 3. Owner(s) name and address: X41/11) / 4 /70 tiL /b/ -5/ /1116,14'1/ ,1190/ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: _,00% 390 c5e:,1 D / 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ..° 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specs • S ignature O ' er Print Owner's Name FA) Sworn to and subscribed before me this a day of 1/re Notary Public ./�. Print Notary's Nam My Commission Expires .7 } i� a cnn wt nwsr 6ADE L,,` `-- --�_ U c {- L OatnA. COUN ��� S TAT J rd'VJ aav of E R =e., f F'' . on •al_ • o f Circuit and County Count' D G 200/ IF a W! NESS.mY nan and HARVEY RU V1N, CL ( /6 ' 1/ 01R 194329 201)1 APR 19 13:15 33GZ. pared by •ay eW /7 ress: V0/ S 4'1 s¢., /twee,o �/ 1 ROOF CATEGORY 1)( ('ro:s Slope App .pp!!= a!ion) ❑ (Nail -On Tile) P4j (144;ter- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) • ❑ ( Metal Roofs Mood Shingles is Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re- roofing: ❑ Recovering ❑ Repair ❑ i■'laintenance • Contractor's Namc:/eA9 4 0/11x7 X Sloped Roof Area (ft) 306 Total (ft') se Master Permit No. Flat Roof Area (ft') P Exposure category (per ASCE 7 -SS): Building Classification category (per ASCE 7 -S8 table 1): F Ft. 1:1:11! .S .% Appendix." E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 4 `P: 'TY! t'T►^. ROOF ((EIGHT AND SYSTEh1 DETAILS GAS E?..1a+STACFM, (Draw details as needed) 1 ��..v 1 ❑ 1g� %'i #i . wtaD "b G i(21. s 1� / 6161S5 Ar el ./pas VIRAL Deck type: /)(6 96 DETAIL t ( 2 Job Andress: /770 V"`-- /0/ JY- Il s ' c' Ifl 1; h T . s Fastener Type!4 t/ Ml6)' /040,/,4/1,5 SPACING FIe1d:'' Perimcter4 0 Corner:640 / Page -1 ROOF PLAN ' Rid gc Vcntll.11 n� MAN IICIGIIT ,Zlta.or ix3 ,it! of 00 a64 / eck type: Underlayment Appendix "E" UNIFORM ROOFING 1'ERM1T APPLICATION PROCESS No. Insulation: D E T A I L SLOPED STSTEk/ DESCRIPTION Fastener type & spacing: pm 4K 1 pi014*x, 3 96t/ 0 / 1 1 , 7 �y x y (Prrrnxl: yv�/ % � (Aerodynamic Muhlplier) :Q� ' M I 4t? e � , /6, C� Di.2 M :Sr / = M a :/ 40 Y PCA: I /� (Li t q � _ Z (Plrinx?; /�i �X X. (Aerodynamic Multiplier): 41 ' e (�j /�C. :5 i y p )Ui2y M )- si/Z =M •18 6 YPCA: � iga 90 — (Pmnx3:9� -sX (A Muth lier . rs' 1 /y Cap Sheet: Roof C overing: 'Drip edge: TI CALCULATIONS Page -2 4",0 f.d1 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet p) Specific System Description h) Specific System Limitation c) General Limitations • d) Applicable Detail Drawings 3) M Permit Application 4) Other Component Approvals REQUIRED OWNERS NOTIFICAT10N FOR ROOFING CONSIDL•RA'I'IONS ' As is pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide tltc owner with the rcqui sell rooting permit, to provide the owner with this appendix and to explain lo the owner the content of this form. The provisions of Chapter 3'1 of the South Florida 13uilding Code (SFI3C) govern ' all 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. I. Aesthetics -- Workmanship: The lvorl: provisions of•Chapter 34 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 appcarancc that arc not part of a zoning code, should be ' addressed as part of the agreement between the owner and the contractor. / 2. !tenailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Chapter 29 of the SFUC. (The roof deck is usually concealed prior to removing the existing roof system). 3. Cannon Roofs: Common roofs arc those, which have no visible delineation between • • .neighboring units townhouses, condominiums, etc.). In buildings with comnion, roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performer(. 0 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking . can be viewed froin 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 SFI3C provides the option of maintaining this appearance. , . /05.1'onding 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 n 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. 40 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded fronrn build up of water. Perimeter/edge walls or other roof extensions may block this . disehnrge if overflow scuppers (wall outlets) are not provided. It may be necessary lo install overflow V.:\ scupgierss in accordance with Chaliter 23 of the SPIT. 7, Ventilation: Most roof structures should some ability to vent natural nirflowthrough 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 oldie roof. The owner may contact the tvtiami - Dade County Consumer Services Department for further information regarding the above Owner Signature Date: y / /1 / d / APPENDIX "to; Contractor Sig! tire 05/07/1999 16,55) 3056659626 imaa • Monier Lifetila I.LC 135 N.W. 20 St. Boca Raton, FL 3343 I ACCEPTANCE ; fO.: ! 7. 12d. L EXPIRES: 06 /_ 25/01 APPROVru' 04/2:-../93 . ..... ...�.M ...aw'- W.UUnd ".yaw .. >Y .... .. COMA CAST CORPORATIO PAGE 01 • Revises No.: _9,91p6 METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING UUILDINO CODE COMPLIANCE OFFICE METRO•0ADE FLAGLER BUILDING 140 WE6T FLAGLER STREET. SUITE 1603 MIAMI; FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2900 D ("� .(' 101 ► ()'I' UnEASS P�'AIi PRODUCT CONTROL 305) 375.2902 FAX (305) 372.6339 Four application for Product Approval of: Ilermtrda Flat Tile under Chapter 8 of the iv(i6nti - Dade County Code governing eau use of and AAlternate Materials ials and Types s of Construction, and completely described in the plans, specs Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc.. Iias been recommended for acceptance by the Building Code Compliance Office d the used standard in nditions Dade County, Florida under the specific conditions set fords pages h 2 - 8 on page 9. This approval shall not be valid after the expiration date stated below, f e Building a Code e manufacturer's II PP Office reserves the right to secure If this this P d t or miteri fails a l pCrfonht in the approved manner, the plant for quality control testing. P ro Building Cndc Compliance Office may revoke, modify, or suspend the use r Of f p is d or if t rial immediately. The Building, Code Compliance Office reserves the right to determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. aul Rodri: ez Product Control Supervisor A111)1'TinNAL PAG ES i�OR S1'F. jc,I, G'�n t:,F NF.TiAi, T . 1S'1Tr nVl,itSTI }:F.l' , .1 sS?.CTI.)1TION5 1 This application for Product A i irovul has been reviewed by the Miami Dade County Buuiildin o Codc Compliance Office and approved by the Building Code Committee to be used in Miami-Da Florida under the conditions set forth above. Charles Danger, P.E. .,Director fluildithg Cede Compliance Dept: . I tvtlanii Dade County ■ MONB R L1Vl?.TILV LI,C ► Monier !Medic LI,C Villa & Roll Monier Lifeitile ,L1,C Capri Tile Trim Pieces Prothict Rainproof 11 Ice and Water Shield TRADE NAMES OF PRODUCTS MAN1rFACTI.A ED OR LAMED) BY APPLICANT Dimeminns I ° 16'/1" w 13" 'A" thick L. 17" W. 12 ►l," ► /," thick I r" varies w varies varying thickness I)il!KO.igtts 30 "x75'roll 36 "x75'roll or 60 "x75'roll . 36" x 75' roll Test ktrifification, PA 112 PA 112 PA 112 Test Speri-furu1inns PA 101 PA 103 Page 2 of 15 • Product Description Low profile, in terlocking,,ltigh pressure extruded concrete roof tile . equipped with one nail hole and • < double roll ribs.. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof ' pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODIJCTS MAN1,1■4.C'fU1tEI) Ott LA.BELED BY APPLICANT Mallet >ncscr plljn Single ply, nail -on underlayment with 2" self adhering top edge. Self-adhering • underlayment 1 atlufar .t_ t Q' Protect-0-Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Drank IL loaga, RRC Roofing Product Control Examiner . ; ,,��►,ti,1l 1.11'I II,I? 1,1..t, r r.0 duct \Vood Battens Vet tical Min. I "x 4" Horihnlal Min. 1 "x 4" fdr use with vertical battens or Min. 1 "x 2" for use alone Roof Tile Mortar (► IeTIICT ( "1)CNSAL® Roof Tile Mortar Mix ") R.00f Tile Adhesive ( "Polyproa All 160 ") l.inrricane Clip & Fasteners nintenliops N/A Clips Min. 1/4" width Min. 0.060" thick Clip fasteners Min. Rd x 1'h" 'Pest 5pscircgions Wood Preservers institute LP -- 2 R.00f Tile Mortar NIA 1'A 123 ( "Qulkrete® Roof Tile Mortar II1140 ") . Roof Tile Mortar N/A PA 123 NIA • See PCA Page 3 of 15 Product Y)escrintton • 'Prepared mortar mix designed for mortar set roof tile applications. 1 Prepared mortar mix designed for mortar set roof the applications. Man �fnctutr. Salt pressure generic; treated or decay resistant lumber vnllens ►► PA Appendix P. Corrosion resistan generic . Tile Nails Min. Rd x 2 V1 or l A 114 API min. 10dx 3" screw or smooth shank nails 118x 2 A" long PA 114 Appendix v. Corrosion resistant, generic 0.335 " head dia. Tile Screws coated, square 0,131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood Ilia screws PA 123 Prepared mortar. Bermuda Roof. mix designed for Company, Inc. with " mortar set roof t110 current•PCA applications. Quikrete Construction Products with Current PCA W. R. Bonsai Co, with current PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed PCA 1194.0401.01 for adhesive set roof Tile applications. PA 114 Appendix E Corrosion resistant Generic clips with corrosion resistant nails. )4 611W Earn :- &itoaga, C '^ , . , Roofing Product Control Examiner .MOtNII' R Y,YFI:'rI1 • SYSTEMS (CONTINUED) 1' Uccle Type; Woorl,Non•insulalerl I)ccic Description: New r.ons(r 19 /3 ? or greater plywood or wood plank. SYSTEM n; Mortar or Adhesive Set Application' Slope merge; • 2 ":12" to 7 Note: System 1) Is only acceptable In this slope range. For slopes in excess of l " :12 ", refer to System C. Underlayureat: Install underlaymentsystem in compliance with Dade County Application Standard PA 1.70. (Sec ,system Limit , ) Roo(lu� Tile; Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) • Comments: 1. For re -roof applications, 15 /32" plywood ion acceptable substrate. ' i NfrEitt.11;ETILEa C. • PROFILE DRAWING BERMUDA RAT TILE Page 8 of ') r ....._....... ,.... Product Control No.: .5_1:1121.12. 9' , . I 3-3/8“ ---: 16" Frank Zulnaga.R.RC Roofing PrOduct Control Examiner • • 4. MONLER IITETII. LLC Table 1: Aerodynamic Multipliers • . (ft') from PA 108 Testis I The batten Ap Iicatlon Profile N/A (3ern'uda Flat Tile • X (ft') Direct Deck Ap • Iicatlon 0.24 Tile Profile Monier Lilelile LLC Bermuda (Flat Tile ` Momentts due to Gravity - M (ft•ibf) • Table 2: Restoring from PA 101 Testing s 5 ":12" " :12" 5.01 7 ":12" or realer 3 ":12" or less 4" :12 5.12 5.20 .) DATA FOR ATTACHMEN CALCULATION Expressed a s a Moment • M (ft -Ibf) Table 4: Attachment Resistance PA 1 1 Testing Tile Tile Application Profile Mortar Set Monier Litetile LLC Bermuda I Plat Tile Page 7 of 9 Product Control No.: _22:1.121d Frank 6a ,�aminer Roofing Product Control MONI N;1t.1..1 FE 1'1LE1,1,C 9. Fire classification is not part of this aceptance. Page IO of 15 SYSTEM LTM1TATIONS • 1. The standard minimum roof pitch for Monier t LLC Villa, Monier Lifetile LLC Capri & Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2: For nail- on•applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the prefonned holes in the tile. 1 System installation shall be in compliance with the system specifications outlined in this Product, Control Approval. The method of attachment utilized shall provide sufficient attachment resistance. to meet or exceed the required resistance determined In compliance with Dade County Protocol l PA 115 or PA 127. Tile profiles listed here in have been tested for both wind character o uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall he Clone as n'Moment Based System'. 4. For adhesive set tile applications, a field static upllfl test by a Dade County accredited testing agency, in compy t tce with Dade County Protocol PA 106, shall be performed. . 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature, 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing pennies shall include a completed Section 11 of the Uniform Building rot Permit, a copy of manufacturer's current specifications and details, a copy of this Product 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. 8. 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. Samples taken shall be in compliance with Dada County Protocol PA 112, Appendix 'A'. Frank Zutoiga, RRC • Roofing Product Control Examiner ' •,titON'[FR LT1F'ETII:,1: LLC Product Control No.: .. 11 : .11.2411 Monier Llfedle LLC ACCEPTANCE NO.: 2/:111_1_,M APPROVED r ,Tune 25.1998 135 N.W. 20th St. EXPIRES June 25, 20Q1 Boca Raton. FL. ]7171 nT DEACC ila [1 r: ST AN 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the m anufacturer's name, city. State, and the following statement; "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not he considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the nne originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, ▪ including the correct installation of the product; d) The engineer who originally prepared, signed•and sealed the required documentation initially submitted, Is no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, uunleu prior f �n�a gpront l has y this en r (through the filing of a revision application with pp P office. = Any of the following shall also be grounds for removal of this Acceptance; a) Unsatisfactory performance of this product or.process: for sales, advertising or any b) Misuse of this Acceptance as an endorsement of any p other purposes. 6 The Notice of Acceptance number preceded by the worth Miam�i County, any Florida, of d the followed by the expiration date may he displayed in advertising Notice of Acceptance is displayed, then it shall he done In its entirety. 7 P A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer arts not distributors an by the be available n a for ispection at the job site at all tunes. The copies need n be 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages through TIIIS ACCF.PTANCE Page 9 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner 2 .s y. 15 he ais ng m- iry ing I or q. ;lass lil e/ any ule), e) or if hot • tile), le) or • glass mule), beroid :thane, ,enolic, •anule); tile) or i ranule), r Grundy in. min; urethane 63. ' • granule), :1, anule) or ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Pty Sheet (Optional): One or more layers of Type 61. 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: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC • • • Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urelliane composite, phenolic, 1 -1/2 in. min. Base Sheet Optional): One or more layers of Type 61, G2 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 MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incllne: 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. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Pty Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. ' Membrane: "Ruberoid Mop FR" (granule). Surfadng (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C- 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. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more 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 gal /sq. 11. Deck C -15/32 • Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood Fiber, 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 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF. Weather Coat Emulsion at 3 gal /sq.. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, 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 1175 Base Sheet ", hot mopped or•mechanically fastened in G lace. Ply Sheet: One or more layers of Type GI GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place.... • Membrane: "Ruberoid Torch FR" (granule). • Surfadng (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq 4r GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC . incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber hoard, perlite, 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 075 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS 'Ply 4" or • ."Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC • Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. . Base Sheet: One or more layers of "GAFGLAS 1175 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: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 137 ROOFING SYSTEMS (TGFU) Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C - 15/32 • incline: 1/2 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 1/0 FR" (granule). 16. 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 G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. • Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" 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 61, hot mopped in place. Membrane: One 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): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers 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" (granule).. 19. Deck: NC Incllne: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate; urethane, perlite/isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson - Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -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 1175" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid•Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS 1175" or "Ruberoid 20 FR" base sheets, liot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" but mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, .wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS 1175" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 • Insulation (Optional): One or more layers perlite, 'wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, •perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or 6 -3 base sheet, hot mopped or mechanically fastened in place. - 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: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. • • w Ifs RUBEROID Specification I- 2 -1 -MG, I -2 -1 -MSG and I -2 -1 -MGFR Substrate —Decks Insulated with GAFTEMP Isotherm, Composite or PERMALITE•. See "Application Recommendation #3." Slope —Up to 3 inches.per foot. ��' pr �j}it i!1 tr r'�� r h Materlale� 1.4., ,, . ttq;, � i t,s, r t e 1 % ... Vi. • G M C AsphaIt/C0nCre(e P r f ine i .hy c , GAFTEMP! Idsulatlor►,; s „, , `r; G fasteners • ( re ti�Yx�;; y r { ., F Mat Corporatioif `.SteeP.Roofingsph I s 312Typr:I '' '` '�' " , A '` GAFGLAS ; Ph t ' 4 , ' o e.111o t . 'PLY;6 ' (2 plies • r I D M0 o f MO 1 :l Qpl_z oid�e�nhe1,w,P4' *Pius weight of Insulation, fasteners, pour coat and gravel. 1 , 4 h� f T.o {a <19211i General Design and Application Considerations detailed In this Manual shall apply In addition to the following recommendations and specifications. Application Recommendations 1. On structural concrete decks, Insulation may be secured with Steep Roong Ashalt ASTM D-312 Steep Roofing Asphalt Is to bType sed, the concrete de k must be primed System. h Asphalt/Concrete Primer at a rate of 1 -2 gallons per 100 square feet and allowed to dry. 2. For steel decks, Insulation must be mechanically attached throughout the entire roof area using GAFTITE Fasteners and Plates. See 'Suggested Insulation Fastener Patterns', page 8, or the current GAFTEMP Catalog and Factory Mutual Loss Prevention Data Sheet 1 -28 for attachment patterns. 3. Starting at the low point of the roof, apply two piles of GAFGLAS Pty shingle fashion; lapping each sheet 20'/. Inches over the preceding sheet; solidly mop- ping to the GAFTEMP PERMALITE• or Composite Insulation In a solid mopping of Steep Rooting Asphalt ASTM D -312 Type III or IV, applied at the rate o125 pounds per square, plus or minus 20 %. Over GAFTEMP Isotherm an overlay gt GAFTEMP Permalite or Composite (Perlite side up) Insulation is required prior to the attachment of the GAFGLAS Ply felt. 4. Starting at the low point of the roof, embed a sheet of RUBEROID Membrane In a solid mopping of Steep Roofing Asphalt ASTM 0 - 312 Type III or IV applied at the rate of 25 pounds (plus or minus 20 %) per 100 square feet. Apply subsequent sheets of RUBEROID MOP (Granule) providing for 4 Inch side laps and 6 Inch end laps. Note: The Steep Roofing Asphalt should be mopped at a minimum temper- ature of 400° F (with a target temperature of 425° F) or 20° F above the EVT, OMw CORPORATION whichever Is higher. Walking or pressing the seam and providing for Y. Inch to % Inch asphalt flow -out should be done to assure sound laps. 5. For specification I -2 -1 -MSG, a surfacing of a pour coat and gravel Is required. On slopes up to 3 inches per foot, the top pouring must be GAF MC Steep Rooting Asphalt (ASTM 0312, Type III or IV). Over the entire surface, apply a uniform coating of Asphalt at the nominal rate of 60 pounds per 100 . square feet. While still hot, apply not less than 400 pounds of gravel or 300 pounds of slag per 100 square feet. In the North and South Zones only, on slopes up to 1/2 Inch per foot, a top pouring of GAF MC Flat Rooting Asphalt (ASTM 0312, Type II) may be used. RUBEROID FR UL Classifications 11L Class'- :; %`:'.Slope i;< Insulation :Specification . __....,,:.1.. - 2- 1 -MGFR 2- 1 -MGFR For more extensive UL Classifications, see page 6. W. Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "ix Inch thick- ness), oriented strand board (min.' /: Inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight Insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in Inches per foot 3. Insulation 3C = GAFTEMP Isotherm, and Permalite, any thickness. 30 = GAFTEMP Isotherm, Regular and High Density Fiberboard, PERMALITE and Composite Board, any thickness • �ComposteRoof When constructed using premium PLY 6 felts, this specification meets the demanding requirements of a GAF CompositeRoof system. `` Specilicatioi f 0}:'0FRUBER01D'LlberlyJ, 4RUBEROIO:rg4f • 'I'- 2 =. -MG I.2- 1- MGFR;1 '15 :;12 `10 5 : ;.•;,.� .,. ;: - ; ; :1 -2 -1 -MSG ) Intl., h v>; 15.:12;10, 5,,,t-• 41 If• MIAMI DADE G.A.F. Materials Corporation 1361 Alps Road • Wayne N.1 07470 Acceptance No. :00- 0331.08 Expires:11 /06/2003 Approved:07 /06 /2000 CONDITIONS • . BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster ®bulldingeodeonline.eoni MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. MIETRO•DADE FLAGLER BUILDING 141) WEST FLAGLER STREET. SUITE 1603 • MIAMI. FLORIDA 33130:1563 *PRODUCT CONTROL NOTICE OF ACCEPTANCE . (305) 375.2901 FAX (305) 375.2903 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX 1305) 375.2905 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 371.6339 Your application for Product Approval of: GAF Ruberuid Modified Bitumen Roof Systems For {food Deck. under Chapter 8 of the Code of Miami -Dade County governing the' use of Alternate Materials and Types or Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 reserves the right to revoke this approval, ilk is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. TI•IIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be uscd in Dade County, Florida under the,conditions set forth above. :rancisco ulntana. R.A. Director 1 01'55 Miami -Dade County 1( omepage: http : / /wwr.bulldingcodeonllne.eomi; CONTRACTOR LICENSING SECTION (3051 375.2527 FAX 1305) 355.255S Raul Rodriguez Chief Product Control Division Building Code Compliance 011ice.;:•; • GAF NIATERIALS CORPORATION Acceptance .No: o: 00.11331.08 Membrane Type: SBS Deck Type 1:. Wood. Non - insulated New.Construction or Reroot' Deck Description: 19 / " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® 1175, GAFGLAS 1180 Ultima "' Base Sheet, GAFGLAS® PLY 4'>s�, GAFGLAS® PLY 6®, GAFGLAS FlexPly"' Base Sheet,GAFGLAS'9 STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROIDt 20 applied to the deck with approved annular ring shank nails and minimum I ` /," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: • (Optional) One, two, or three plies GAFGLAS PLY 4 ®. GAFGLAS'ts PLY G.ls PIy or GAFGLAS Flex PIy 6 sheet adhered in a full stopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Rtiberoin Mop Plus Granule, Ruberoid'9 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCIadTM 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, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROIDO Mop Plus Granule, RUBEROIDV 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROInItraCladT ` t SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: . (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. r. Maximum Design Pressure: Specification No.: 2. GAFGLAS Mineral Surfaced Cap Sheet • in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation 117) Maximum Fire Classification: See General Limitation #1. • Maximum Slope: See General Limitation 111. 19of55 Fran • Zuluaga. RRC Rooting Pruritic' Control Examiner CAI: MATERIALS CORPORATION Acceptance No: 00- 1)331.n3 WOOD DECD SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply Oft Flex Ply "' 6 and Ply 6 Li when used as a mechanically fastened base or anchor sheet. 2. '' Type X gypsum board is acceptable to be installed directly over the wood deck. G ENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. A11 other layers shall be adhered in a Iitl1 mopping of approved asphalt applied within the EVT range and at a rate or 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 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 niay'be applied using spot plopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip plopped 8" ribbons in three rows, one at each sidclap and one clown 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.ofeither system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of psi. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force ( value of 275 Ibl., as tested in compliance with TAS 105. If the fastener value, as lield- tested, is below 275 IV, 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 the specific system. Should the fastener resistance be less than that required, as determined by the Buildin& Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the •withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Rooting Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet•as•needed calculated in compliance with • Miami -Dade Rooting Application Standard TAS 117. (When this limitation is specifically rcfcrrcd within this NOA, General Limitation i19 will not be applicable.) 3 All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Miami - Dade County Roofing Application Standard T4S III and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. Iield,.perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, anti corners). 's limitation is specifically referred within this NOA, General Linli 8I)plicablc.) • 54 of 55 Frank Zuloagn. RRC Rooting Product Control Examiner '( \F MATERIALS CORPORATION Acceptance No: 1111- 1133I.11ti I Renewal of this Acceptance (approval) shall be considered a a renewal application has been filed and the original submitted documentation. including test supporting data, engineering documents, are no older than eight (8) years. ? Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: "Ivli: -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) •The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation ot'the product; d)' The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (ihrough the filing ofa revision application with appropriate fee) and granted by this office. 5 Any oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. ,;4 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. ' 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE NOTICE OF ACCEPTANCE STANDARD CONDITIONS 55 of 55 • Frank Zuloaga. RRC Rooting Product Control Examiner • IRT Bob Tedder, RRO, CSI, RCI Certificate of Authorization Number 0008172 President, Senior Consultant ETS 4211 SW 74th Avenue Davie, Florida RAS 106 Test Report Permit # 48830 Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida, Inc. (IRT), performed uplift tests on the tile roofing at the above address. The roof is approximately 4,197 square feet in area and was tested at forty-three (43) locations. The tiles, Atlantis 9" Tile, had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. The roof passed in accordance with Dade County Protocol RAS -106. IRT's responsibility in this project was specifically uplift testing to a specific force of thirty five (35) pounds in accordance with Dade County Protocol, RAS -106. No other conclusions or observations are expressed or implied. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. BT /jm 281 NE 32 Street Independent Roof Testing & Consulting of S. Florida, Inc. May 14, 2001 edder, RRO, CSI, RCI INDEPENDENT ROOF TESTING of South Florida, Inc. RE: Single Family Residence 1470 NE 101st Street Miami Shores, Florida IRT # 01 -0331 Edwin Williams, RRC RRC # 0182 Oakland Park, Florida 33334 Phone: (954) 630 -0201 Fax: (954) 630 -0506 23 7 27 28 24 26 31 25' 32' 29 12 37 25 36 35 30 32 36' 26' 11 8 38 34 33 15 14 17 13 19 9 10 41 42 16 18 39 40 43 20 21 22 V Single Family Residence 1470 NE 101st Street Miami Shores, Florida RAS -106 Tested Location Tested at 43 locations May 14, 2001 IRT # 01 -0331 Approx. 4,197 sqft a UNIT UNDER TEST: Mfr S /N: Cust S /N: PROCEDURE NAME CALIBRATED BY: P.O. NUMBER: SUBMITTED BY: CHATILLON B34621 B34621 MPI -MA14 Eliu Lago VERBAL DFIS -100 FORCE GAGE INDEPENDENT ROOF TESTING & CONSULTANTS 281 N.E. 32 STREET OAKLAND PARK FL 33334 CERTIFICATE NUMBER: 28030:983261877 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 27Feb2001 27May2001 23.0 °C + / -1 DEG 45% +/ -5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques. This calibration complies with ISO GUIDE 25 and ANSUNCSL Z540 -1 -1994. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. See the reverse side of this document for current basic uncertainty budget. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. [Standards Used 1 Trace No 999002 Signed: Description .Calibration Technician Report of Calibration AMETEK WG -23 WEIGHT SET Synergy Labs, Inc 8211 NW 64 St #3 Miami, FL 33166 888.346.2430 Signed: CAL DATE CAL DUE DATE 19 May 1999 19 May 2001 REPORT OF CALIBRATION for SERIAL NUMBER: B34621 Synergy Labs assigned ASSET NUMBER: 28030 PRINTED ON: 27 Feb 2001 1 of 1 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. Date..._...-- • --- -1.91 2 _.__._ _ ......... _......... ,19.7 6_ Owner's Name and Address Mr. W. Fowler ... — No 14 7 0 _... Street._N. • E . 101 St. Registered Architect and /or Engineer Name and address of licensed contractor Andrews Roofing 4 Improv. Co. 4300 E. llth Ave. Hia. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1470 N.E. 101st St. State work to be done and purpose of building (by floors) re-roof completely using 1 3 0 # felt, 26 gauge galv. metal, 1 90# felt $ white flat tile on main area; and a 5 ply BU gravel roof on flat. New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ 5,300.00 Zone cubage required Distance to next nearest building.. Permit No Disapproved (Signed) Date. Chairman Member Member ...... PLA NING BOARD _.._ DATE Member Member Member and for no other purpose. Repairs re-roof No of Stories' Roof Covering wh /flat tile /g r av . Amount of Permit $. 9.00 plan Cubage 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 Andrews Roofing $ Improv. Co. 4300 E. llth Ave. Hia. 33013 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, Pennani•nt 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 uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontjactors, on work/to be /performe under this pennit, as are licensed by Miami Shores Village. Rem rks... (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. l / . d-_ . Y 3 t Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires to me well known, 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 fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection at faulty materials and /or workmanship. 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. Date October 7, 19 58 Owner's Name andtAddress. _ ivir . St Ua r t No 1 70 Street N. E. 101st S t. Registered Architect and /or Engineer Name and address of licensed contractor Sheet Metal Specialty Company, 573 N. W. 71st St., Miami Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1470 N. E. 1019 t Street, Miami Shores State work to be done and purpose of building (by floors) Roofing extention to florida room and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories one To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 75.00 Amount of Permit $ 5.00 Zone cubage required plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) SHEET METAL SPECIALTY COMPANY STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) 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 $1.00 will be charged such is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address Registered Architect and /or ngineer Name and address of licensed contractor I hereby s be sent to ( 7 Building Inspector MIAMI SHORES BUILDING INSPECTION D PA'IEITMENT 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 kept at building during progress of the work. Location and legal description of lot to be built on: Lot !v Block ( Subdivision Street and Number where work is to be done i C c711_f✓ lO New Building `` 11 Remodeling_.. Addition To be constructed of The undersigned applicant for'this building permit does hereby certify that of labor under the Florida Workmen's Compensation Act, being Section 5966, and has complied with the provisions thereof, and will require similar complia in the work to be performed under this permit; and will post or cause to be p or notices as are required by the Act. The undersigned agrees to employ only permit, as are licensed by Miami Shores Village. Remarks (Signed) Chairman Member Member Council Approved Date LAGE PLANNING BOARD DATE Date 19 r d No / ` 4 1 0 Street / Z> State work to be done and purpose of building (by floors EX.7C-71.? 4 gar nt, - 4/E94 13 -9 jlt) Repairs No. of Stories k Kinndation Roof Covering Estimated Total cost of improvements $ ScTO e r 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 / v 0 and for no other purpose. bmit all the plans and specific said uflding„ All notices with reference to the building and its construction may h understands and accepts his obligations as an employer piled General Laws of Florida, Permanent Supplement, om all contractors or sub- contractors employed by him or inspection on the site of the work such public notice subcontractors, on wor- to p erformed under this STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized o administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE. FLORIDA HUILDING in .,- ELECTRICAL ❑ DATE 7 e 1951_ PLUMBING ❑ PERMIT N? '7 8 12 Contractors ,,, License No r rtOOFING ❑ ❑ Work to be performed under this Permit Owner of 3uilding Architect ; ontractor ?r Builder .egal Description ddress of wilding Lot CONTRACTOR OR BUILDER Bl. Subdi- vision Sq. Ft Value of Project 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, irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any _ime 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 sranted 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 lone 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 emploTee. • BY Amt. of Permit $ , AUTHORITY 7 MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL 1:1 DATE 195 :! PLUMBING ❑ PERMIT N? 7896 ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description. Address of Building Lot t CONTRACTOR OR BUILDER BL Signed • Subdi- vision INSPECTOR BY Contractor's License No 4 0 2 ear Sq. Ft Value of�, Project $ ! ! Amt. of Permit $ AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plane, 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. 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 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Description to Architect Contractor or Builder 6 Legal Lot ' +B1 ih Address of t / 'iy a 1 4 Building ❑ PERMIT N? 6176 CONT ACTOR OR BUILDE MIAMI SHORES VILLAGE. FLORIDA /0 I Work to be performed under BY this E Subdi- vision Value of Project $ Permit PO 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 ,,,000'`f the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the$tements or specificatio and that he assumes responsibility for work done by his agents, servants or employees. tt \` Signed. l(o INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered h2Jeuunder 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 th'- permit I assume responsibility for all work done by ither,mysel , rr jagent, servant6or employee. C � t DATE ` "" / ' 195 Contractor's License No rr ' C, Permit $ Amount of AUTHORITY (eisLj 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 progr - ss of the work. Owner's Name and Address.. Registered Architect and /or Engineer Name and address of licensed contractor. Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 16 Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building._ -_. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, 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 s contractors, on work to be pe formed under this permit, as are licensed by Miami Shores Village. Disapproved (Signed) • _J _ D Building Ins.( "tor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT ubdivision 7 Remarks ( Signed) Date / / /& No. .1Y.70. -._ Street STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No (.O Date / ° i �' — J .f Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires LANNING 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 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: MIAMI SHORES VILLAGE February 21, ,19_ Date Owner's Name and Address Joseph Stuart No Street Registered Architect and /or Engineer Name and address of licensed contractor Sheet Metal Specialty Company, 573 N.W. 71st St., Miam Location and legal description of lot to be built on: Lot 10 Block 1 Subdivision Miami Shores Bay Park Estates -------------------------- - - - - -- Street and Number where work is to be done 1470 N • E. 101st Street State work to be done and purpose of building (by floors) Roofing. on new residence ---- - - - - -- and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories One To be constructed of C. B.S. Kind of foundation Roof Covering tile Estimated Total cost of improvements $ 1679.00 Amount of Permit $ 7 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) SHEET METAL SPECIALTY COMPANY 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 same, and that all facts therein by him stated are true. Permit No 4 el Date ac ° as ° - __- Read, Sworn to and Subscribed before me. Disapproved Date (Signed) ti — ' • Buil. ng' Inspector Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member - Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -ins.e fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty material an• it workmanship.