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ROOFINGMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ?`13 -Az . Time Type Insp'n jaitt-Z■ikty Permit No. 20 C /2 a Name Address Company / d Phone # 305 968- o 7 esAliego For Inspector: 9.../4,o 2. Name at Approved YYY ► \� Correction Re- Insp'n Fee ❑ 2 VV �� lfp ' WO C'fu /74A0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 73 .2..aiLme Type Insp'n Permit No Name Address Company Phone # For Inspector 0 Approved Correction Re- Insp'n Fee ❑ AlakV% s `:\10 _ IAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B uilding Inspection Request Date 13 Time _ Type Insp'n ed./ a (A14/ik1/I Permit No. P 0 2 002 - /02 / yV Name 2 4e _ 1 Address Company d' Phone # 3 0 9 61S• For Inspector: Name & ate Approve. Correction ❑ Re- Insp'n Fee ❑ __J Owner/Lessee / Tenant Owner's Address Square Ft. Z to OQ Signature of owner and/or Condo President FEES: PERMIT S RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE `alt P6 &, e4 Building Date O S i? t Job Address .1 ) (n' 0 t 10 I Legal Descri jtion Cc- l& o 12.17)0 C MPR ot Lot e„4- Contracting Co. Qualifier State # Municipal # Architect/Engineer Bonding Company Mortgagor 0 RODRIGIUEZ JR Notary as to Op q UG1a&TA'FEf2feFLOR ' Date My Commission EgpjpISSION NO. CC 810881 MY COMMISSION EXPIRES JAN. 23, 2005 WORK DESCRIP'T'ION ,P.e 7p .0) 44,5 QC-G mo o► � l 107- ate Tax Folio Historically Designated: Yes No Address Address Address Signature of Master Permit #./ c O ' I 0 Co Phone cite O ta..411 Address M - g LO 1 a SS# • - PI iC ✓' 9c' f - o' '8' Competency # Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Gb 7''.tGo ;i T �� Z -r.-'57` V / /,r r i4 -✓tic? s? Estimated Cost (value) ) 3 5 f WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all• the foregoing information is accurate and that all work will be done ' • compliance with all applicable laws regu : construction and zoning. Furthermore, I authorize the above -named contractor to do the wo • ■/- or Owner- Builder dl ate Notary as to Contractor orn„,mtauntRyIkktit, STATE OF FLORIDA My Commission Expires: COMMISSION NO. CC 810881 MY COMMISSION EXPIRES -JAN. 23, 2005 3Ji3Dt C.C.F. $ Li 0 NOTARY D TOTAL DUE 50 o 7 Z- Electrical Plumbing Engineering Miami Shores Village 10050 NE 2nd Avenue Printed: 7/9/2002 Applicant: STEVEN LEE HORTON Owner: HORTON STEVEN LEE JOB ADDRESS: 1168 NE 101 ST --Contractor PORTO & GARCIA ROOFING CN Local Phone: 1 Legal Description: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -1206 f ` Parcel # 1132050190240 I r� Fees: Description Amount '` ► FEE2002 -3759 Building Fee $195.00 FEE2002 -3760 Buildier's Bond $300.00 FEE2002 -3761 CCF $8.40 Page 1 of 1 MIAMI SHORES VILLAGE INOTiICE Owner is Responsible for Maintenance of Contractor's Address: 8365 NW 1 �f A a1ks per Village of Miami Shor Code of Ordinances, Including Driveways, Caused By Current Construction Activiies. MIAMI SHORES SEC 8 REV PB 43 -67 LOT 1 BLK 177 LOT SIZE Total Fees: $503.40 Total Fees: $503.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/5/2003 Construction Value: $13,500.00 Work: REROOF, TEAR THE EXISTING ROOF AND INSTALL ALTUSA W/ ADHESIVE SET. 1 C6x-4Q- tO If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. I P 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: (INSPECTOR) BY: W 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: G I } } z Q a 2 0 ON in 0 g CI) } z —J W J Q PAY TO THE ORDER OF First Union National Bank ® firstunion.com Org. 003 R/7 067006432 1571 83- 643/870 f BRANCH 68269 ()\1 ,S4EF- 1 O O Z DATE /°Ck X DOLLARS 8 THIS CHECK IS DELIVERED IN CONNECTION WITH THE FOLLOWING ACCOUNT (S 000 15 7 : 1:06 7006113 21: 200 268 3 1811' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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 infomraiton is provided in this Notice of Commencement. 1. Legal description of property and street address* f ) (¢ ? c. In (... S 4 '`m kore,e. 3 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address* y II Signature of Owner t) Print Owner's Named' 5' (41)4 Sworn to and subscribed before me this i% of , 20 .v 1 -sue 4 Pr) h 8310s t ca) t 5. Surety: (Payment bond recuired by owner form contractor, if any) Name and address* Amount of bond $ 6. Lender's name and address: J� 1ARVEY RUVit;, ' o , 7. Persons within the State of Florida designated by Owner upon whorrb9otices or other . ?,. ay-be Ver ded. as prove 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: r 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date sp- -ifie; ) i y - .A Notary Public NOT . • + � •, - - tNot / "CA. � i. -',./ Print Notary's Name ,.. �` - 0 1'•� ∎_*% 4W • ' 1 � ' Cti rr � EXPtRE S • •'• My Commission Expires SAN. 02R423976 2002 JUL 11 11:49 Prepared by1 ' C.) S? Y c.c> t1 ft mA . <EC- 3'314s Address: Roof System Required Sections of the Permit Application Form. Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes - A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. 'From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofin • Considerations Re -Roofin • Onl 7 . An Re • uired Roof Testin • (Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE INIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: e 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Contractor's Name (e dt 4 Master Permit No. V`= Job Address 1 I ( g 101 S+ ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ILd' Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) otoor- Section B (Roof Plan) Sketch Roof Plan: Illustrate alt 1 vets 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. MIAs II SHORES VILLAGE Metal Flashing at all change of Plane Florida Building Code Edition 2002 Hi.h Velocit Hurricane Zone Uniform Permit A..lication Form. Section C (Low Sloped Roof System Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') r System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax 1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener/Bonding aterial: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Materia : Top Insulation Layer: Top Insulation Size and Thickness* Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of PIy(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc © Lap, # Rows @ " oc Corner: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, St ipping, Flashing, Continuous Cleat, Cant S rip, Base Flashing, Counter- Flashing, oping, 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. FT. 'FT. Parapet Height Mean Roof Height Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressu s, If Applicable (From RAS 127 or Calculations): Pmax1: Pmax : Pmax3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: Roof Slope: 3 :12 Florida Building Code Edition 2002 . High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description 5- fg derlayment: sulation. 41- .1_-6 ,A, Fire Barrier: Fastener Type & Spacing (�s (444.ks ta-°c Deck Type: Type Un In Ridge Ventilation? ki 14) Mean Roof Height: �.9CE 3 or Adhesive Typ€ ype Cap Sheet: Roof Covering. Where to Obtain Information Description , Symbol PI or P2 or P3 Where to find RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Design Pressure Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier k NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA . Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions :1= length .w= width NOA All calculations must be submitted to the Buildine Official at the time of .emit a..lication. M Required Moment Resistance' Mean Roof Height -* Roof Slope 4 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 8:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Required Moment of Resistance (M From Table Below Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is'acceptable. tf' Method 1 "Moment Based Tile Calculations Per RAS 127" (P,:-4.?. (v x X e. 2 0 = 1), 0 4) - Mg: 536" = M,, to 9 NOA M 4 (P2: 10 x X 0 l _ ) - Mg: 5 = M as a-f NOA M 4 4 (P 100.490t t p 1 } c' = D.4 - Mg: 5 = Mrs a- a ( NOA M it (( Method 2 "Simplified Tile Calculation Per Table Below" NOA M J A *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Mitltod 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Up i Based Tile 'alculations Per RAS 127" (P, : x is = x w: = W: x cos 9: = F NOA F' (P : x I: = x w: = ) - • , x cos B: = F NOA F' (P,: xI: = x w:= -W: x B. = F NOA F' 3 9 :y `. of �1- 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. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that thc 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 thc owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing. contractor and/or o�vr�e�rshould notify the occupants of adjacent units of roofing work to be performed. 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 op j of maintaining this appearance. 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. 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0 -1 1... 51 Owner's/Ag 's Signature Date . C6ntfactor's Signature C:VDOCV?I[- 11e.gLLOCA —n T.wplS[RION If1..d.e \II,1\II.DADE COUNTY. FLORID 'i[ TRO•DAD . '-LACLER RUILDIN BUILDING COIF. CO:\(PLIAN•CE OFFIC %.(ETRO•DADE "L -OGLER BUILD:;: O \,, EST FL.. CLER STREET SUITE 16C • ',I,A`,Ii rLORIDA ;3130.:56 1105) 3 FAX (305) 3 C0\'TK.ACT0K LICENSING SECTIO: (305) 375 FAX (305) 175 _SS• FL 33166 CONTRACTOR ENFORCF:mE.NT SECTIO` • (305) ;75.2966 FAX (1051 375 ?90! • Your application for Product Approval of t'KUnuc T•co.•'TKo1, nlyiSiO, • -I lluSn "S" Tile (305: t ; 5 29132 .:, x , 3051 ;': •61;'. 'Ander Chapter 8 of the Code of Miami -Dade County governing the use of Alternate ;Materials and Typos Construc:lon, and completely described herein, has been recommended for acceptance b■• the oun :\ Building Code Compliance Office (BCCO) under the conditions specified ha, i lus approval shall not be valid after the expiration date stated below BCCO reserves ; r; ,h ) to recur; r:uduct or material at anytime from a jobsite or manufacturer's plant for quality control testing. his product or material fails to perform in -the approved manner, BCCO may revoke. modify. or suspe:) of such product or material immediately. BtC0 reserves the right to revoke ,this approval. If;; determined BCCO that this product or material fails to meet the requirements of the South Florida 3uiid : :;. Code PRODUCT CONTROL NOTICE OF ACCEPTANCE \ Imar (USA), Inc. 66-15 : NW 77 Ave. V(1;) The e.\pense of such testing will be Incurred by the manufacturer .Acceptance ;No. ;99- 1102.04 c v (Revises I \'o.: 97- 0918.02) E x pi rest 1 Raul Rodriguez ...J Chief Proauc; 'ontrol Di\ •_:,. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC ND GENERA!. CONDITIONS BUILDING CODE & PRODUCT REVIE \v COM1M1ITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildinc; Code and Product Review Committee to be used in Dade County, Honda under the conditions set forth abo• Approved: (2/16/1999 rancisco 1 Quintana. R .\ Director I of 8 Miami -Dade County Budding Code Compliance Of. �30 Felt ALMAR (USA), INC. 1. SCOPE This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with. the South Florida Building Code, 1994 Edition for Miami -Dade locations where the pressure requirements, as determined by SFBC Ch ptter do no exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile PRODUCT DESCRIPTION Manufactured by .Applicant Dimensions One Piece 'S' Tile Trim Pieces 2. Product ACCEPTANCE No. : 9999 -104 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS = IS' /" w = I0". $;. V" thick nominal 1 = varies w = varies varying thickness Components or products manufactured by others Dimensions N/A N/A Test Snecifcations PA 112 PA 112 Test Specifications Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at lops. rakes, ridges and valley terminations Manufactured for each tile profile Product Description ASTM D 226 Saturated organic felt to type 11 be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlay a t-, Manufacturer generic generic Frank Zuloaga, RRC Roofine Produrt Cnnrrn1 • Mineral Surface , N/A ASTM D 249 fvtincte` surfaced asphalt Cap Sheet roll roofing for use as a top ply in a double ply underlayment system Rainproof 11. 30" x 75,' roll PA 104 Single ply, nail -on Protect- 0 -` an. 36" x 75' roll underlayment with 2' - Inc or self - adhering top edee with current �0 =. 60" x 75' roll Ice and Water Shield wood Battens Tile Nails Min. IOd x 3" Talc Screws .ALM,AR (USA), INC. ACCEPTANCE No. : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16. 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Product Dimensions Specifications Description Manufacturer 36" x 75' roll PA 103 INV vertical Wood Preservers Salt pressure treated or min. I" x 4" Institute LP • 2 decay resistant lumber horizontal battens min. I" x 4" for use , vith vertical battens or min. I "x2 "for use alone 118 x 2 '' /" long 0.335'• head dia. 0.131'• shank dia. 0. 175" sctrew thread diameter PA 114 Appendix E PA 1 14 Appendix E Self-adhering underlayment for use as a top ply in a two ply underlayment system with Approved /130 or /143 as the base laver Corrosion resistant. smooth, screw or annular ring shank nail. Corrosion resistand coated. square drive, galvanized. coarse thread wood screw ge W.R. Grace Co kvith current \'Q.\ i;cncnc gcnenc generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "Ti IcTiter " ") designed for mortar set Company, Inc roof tile applications. (with current N.OA) Frank Zuloaga, RRC Roofing Product Control Fv min , ALNt.AR (USA), INC. Product Roof Tile Adhesive ( "Polypro® AH 160 ") Tile-Bond LIMITATION'S NOTICE OF ACCEPTANCE: Dimensions Test Specifications Qurckcrete Roof N/A PA 123 Tile Mortar N/A See PCA Factory premixed canisters Sec PCA ACCEPTANCE No. : 99 -1 102.04 APPROVED :December 16, 1999 EXPIRES STANDARD CONDITIONS Product Description Prepared mortar Mix designedor mortar set roof tile applications Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof .tile adhesive Frank Zuloaga, RRC :December 16. 2002 Manufacturer Quickrctc Mortar (with current NOA ) Polvfoam Products. Inc '(with currcm NO'. ) Flexible Procuc:s (%vrth current N 0 A ) 3.1 Fire classification is not pan of this acceptance. 3.2 For mortar or adhestidt,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 County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such tesoon.' shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayntents shall be in compliance with the applic.able Root Applications Standards listed section 4.1 herein. 3.3 30/90 hot mopped underlayment applications may be installed perpendicular to We roof slope unless stated otherwise by the underlayment material manufacturers published literture. 3.6 This-acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3: May be.installed on slopes 7:12 and greater. INSTALLATION 4.1 Almar One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard .RAS 118, RAS 119, and RAS 120. • ALN1AR (USA), INC. Tile Profile One Piece 'S' Tile Tile Profile One Piece 'S Tile ACCEPTANCE No. : 999904 .APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4 . 2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft') Tile I (ft') Profile Batten Application One Piece 'S' Tile 0.253 Table 2: Restoring Moments due to Gravity - M (ft-lbf 3 ":12" 4 I 5 ":12" 6 ":12" or less Battens Direct Deck 4 I 5.35 Battens l Direct Deck 4.40 5.27 Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nail -On Systems Fastener Type Direct Deck (min 15/32" plywood) 2 -10d Ring Shank Nails 1 -10d Smooth or Screw 5.1 Shank Nail 2.10d Smooth or Screw 6.9 Shank Nails 1 . #8 Screw 2 . #8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw 29,3 Shank Nail (Eave Clip) 2 -10d Smooth or Screw 27 6 Shank Nails (Field Clip) 2 -10d Smooth or Screw 38.1 Shank Nails (Eave Clip) (ft') Direct Deck Application Battens Direct I Battens I Deck 4.31 5.16 4.20 28.6 2 -10d Ring Shank Nails' 33. Direct Deck' (min. 19/32" plywood) 28.7 ( 28.7 58.2 55.2 23.1 23.1 41.2 19.4 6.8 2.8 9.2 7 3 29.3 27.6 38.1 48 Installation with a•4 tile headlap and Easterners are located a min. of 2Y2 from head of tile. Frank Zuloaga, RRC Direct Deck 5.03 ' 7":12" or greater Battens I Direct Deck 4 . 08 f 4 89 Battens N/A 26.8 190. 24 0 38.6 418 45.2 AL:\[AR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment One Piece 'S' Resistance Tile Adhesive 29 3' I 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average - weight per patty 8 grams Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile One Piece 'S' Tile Polyfoam PolyPro' Polyfoam Poi Large paddy placement of 63grams of PolyProT Medium paddy placement of 24gratn 4.PotyPro Tile Profile One Piece 'S' Tile Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Application Mortar Set' .ACCEPTANCE No.. : 99-1102.04 APPROVED :December 16, 1999 EXPIRES :December- 16, 2002 Minimum Attachment Resistance 66.5' 38 7 Attachment Resistance 24.50 .3. LABELING All tiles shall be the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6: BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any. y' other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this sysiem. Frank Zuloaga, RRC Roofing Product Control F.xaminer 7 ALMAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS IO-1/ 2" ONE PIECE `S' CLAY ROOF TILE ACCEPTANCE No. : 99-1102.0.4 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examincr ALNIAR'(USA), INC. 9. This Notice of Acceptance consists of pages '1 through 7 and this last page 8. END OF THIS ACCEPTANC ACCEPTANCE No. : 99-1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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: "Miami -Dade County Product Control Approval ", 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.originallyapproved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the prod et. d The engineer who originally prepared,- signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. t Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. F • Zuloaga, RRC Rnnfino Prr rlh, .? No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6 -10 Passed 26 -30 • Passed 46 -55 Passed 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56 -60 Passed 81 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 86 -90 106 -200 ing ineering & suiting, Inc. PROPERTY ADDRESS: 1168 NE 101 St. OWNER: Lee CONTRACTOR: Aleluya Roofing ROOFING SQUARES: 34 TILE TYPE: Altusa CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: 50 20 > 17 18 4c3 11 15 12 9 13 16 14 Voice: (305) 256 -4550 1 24 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 23 10 Lab Report No. 02- 090118 Providing Solutions To The Construction Industry P.O. BOX 770694, MIAMI FL 33177 Certificate No.02- 0501.06 19 45 3 32 34 33 9 2 35 25 20 8 3 38 22 21 36 37 5 25 Test Tabulation "ROOF SKETCH" 46 47 60 35 59 58 57 56 5 25 Front 48 Flatec @bellsouth.net 39 61 50 51 52 62 5� 49 A 55 PERMIT No: Bp 20021206 PCA No: ROOF PITCH.: 3:12 INSPECTION DATE: 17 40 41 44 42 43 20 TEST DATE: 9/30/02 JOB NUMBER: 15 63 54 53 Required Testing Force: 35 Ibs 30 North Fax: 1- 866 - 333 -6988 No. RESULT' No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6 -10 Passed 26 -30 • Passed 46 -55 Passed 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56 -60 Passed 81 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 86 -90 106 -200 THIS ROOF HAS PASSED: 50 Voice: (305) 256 -4550 ing Providing Solutions To The Construction Industry ineering & sulting, Inc. P.O. BOX 770694, MIAMI FL 33177 PROPERTY ADDRESS: 1168 NE 101 St. OWNER: Lee CONTRACTOR: Aleluya Roofing ROOFING SQUARES: 34 TILE TYPE: Altusa CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 < 20 17 18 11 15 12 9 13 16 14 1 24 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 FAILED Il THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 23 10 19 45 3 5 < 25 46 47 60 Test Tabulation "ROOF SKETCH" 35 Front 48 49 61 50 62 59 58 57 56 �5 25 5\i 55 JOB NUMBER: 17 < 15 40 41 44 42 43 20 Lab Report No. 02- 090118 TEST DATE: 9/30/02 51 52 63 54 53 30 PERMIT No: Bp 20021206 PCA No: ROOF PITCH.: 3:12 INSPECTION DATE: Certificate No.02- 0501.06 Required Testing Force: 35 Ibs North Flatec @bellsouth.net Fax: 1- 866 - 333 -6988 APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement of the 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, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggreu of the work. Owner's Name and Address ./r 4 4 C JJ — Registered Architect and /or Engineer nA / 4.4/�:,fi 4 /� ,. ..••,..• ....,,,.,.....,•.....t„ .. e-... Name and address of licensed contractor L"ILs/r.11 oa i d.• _ „�Ni�_ Location and legal description of lot to be built on: Lot / �� Street and Number where work is to be done /� i'141...._ / Block 127 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT — No...._ _.. Street— Subdivision State work to be done and purpose of building (by floors) / 30 f /,i �Z ' c ,< 1= ��... �'���1 Si& . mt. .0QC .192 and for no other purpose. New Bui!ding Remodeling Addition f ' Repairs No. of Stories _ To be constructed of Kind of foundation Roof Covering .l ��.W4 /E.Cf�tf�NT T L 5 Estimated Total cost of improvements $ 2/48 Amount of Permit t. 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 refer nce t the building and its constru tion may be sent to..fAe.. aegis !.A,K...h0..f. /.t-: & /rC g9S4 MI a J�� Asti/ IR .5.1 /,77 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 insp tion on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su actors, oywork to be performed under this permit, as are licensed by Miami Shores Village. l Remarks (Signed G — ( / STATE OF FLORIDA, Disapproved (Signed) } Ss. Date Building Inspector peared COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires 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 ead the foregoing application, and that he did sign the same, and that all facts therein by him stated e e. Permit No._ lYll vV Date .... Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member \Icrr,ber Member Member ..... Member ...._ Council Approved Date Disapproved Date NOTE: A •ch.irge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'Luinir.;; hoard. 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, FLA. N? SC JOB f ( (5 a ADDRESS 1 �v 6 /- (c INSPECTION TIME READY '�� Z--( 7 / REMARKS • INSPECTOR DATE 14879 Yt` 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. ,19.. 4/ Owner's Name and Address . tfer.L— ...._ . .» No.1.Ld /O/ s T Registered Architect and /or Engineer _ ... ,11.1,12,1 ..... Name and address of licensed contractor fyj / 2 I.; Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. .e1 _AVE /11f 5 T State work to be done and purpose of building (by floors) j — 1 t o �s ��..r..-C..._ zne. . 4.5 X 41- 3 G S u Re for no other purpose. Repairs No. of Stories Roof Covering 7 e New Bui!ding Remodeling. Addition To be constructed of Kind of foundation 0 Estimated Total cost of improvements $... `/,1 Amount of Permit Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 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 pennit, as are licensed by Miami Shores Village. Y A Remarks (Signed 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 constructiop( that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him sla are true. �Z 7 Permit No. Disapproved __.. - (Signed) Building Insect Chairman Mfcreber :Member Read, Sworn to and Subscribed before me. PLANNING t .ARD DATE Member Member Member Notary Public, State of Florida Commissi • n.. Expires 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 hoard. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and/or workmanship.