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BP2002-798 ADDITION ROOFType Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 6 0p2. Time M4i,✓L 9 ' Ali' 91 FL £' 7> 05 - -5S off" For Inspector: 573. 02,, Name Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3 Time Type Insp'n Permit No. R7 Correction Re- Insp'n Fee Name 7//2 ag- Address ___ ?/ ' Ale: J/ �y 2 Company 1 � " ' / 'e#�.� Phone # For Inspec O.Z. ,j) ` Name & Date Approved Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/23/02 Applicant: THOMAS MARTIN Owner: KNIGHT JOB ADDRESS: 910 NE 91 Contractor ROOF TECH CORP Local Phone: 305 - 557 - 9685 Parcel # 1132060000020 If there is no permit pa. fee is $50.00, which must This Permit is granted to the cr. ordinances pertaining thereto arm and approved by the proper muni authorization. A further condition ordinances and regulations pertai by his agents, servants or emplo! Signed: In consideration of the issuanc with the plans, drawings, statem myself, my agent, servants or er Signed: Legal Description: Lid a Lid mg Permit Number: P2002 -798 KNIGHT THOMAS MARTIN TERR Contractor's Address: 2730 W 78 Permit Status: Approved Permit Expiration: 10/19/02 Construction Value: $13,400.00 Work: REROOF HOUSE AND NEW ADDITION SANTA FE FUME COLORTHRU TILE ALL TILES SAME COLOR MIAMI SHORES VILLAGE NOTICE Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Shores Code of Ordinances. Incl•iding Div;:w-y Caused By Current Construction Act; � 6 53 42 .33 AC W94FT OF S165FT OF S1/2 OF SE1 /4 OF NE1 /4 OF SE1 /4 LESS Fees: FEE2002 -2293 FEE2002 -2294 Description Building Fee Notary Fee Total Fees: Amount $210.00 $5.00 $215.00 Total Fees: $215.00 Total Receipts: $0.00 PAY ctl0 lA TO THE ORDER OF FLORIDA ROOF TECH CORP. 2730 W 78 STREET HIALEAH, FL 33016 PH: 305 - 557 -9685 COMMERCEBANK NATIONAL ASSOCIATION 2750 West 88th Street, Sulte 138 40 Hialeah, Florida 33018 AO/ " 63- 1050/670 (OJ S cy DATE I CHECK NO. I CHECK AMOUNT 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 Zo are for the purpose of providing that the roofing system meets the wind resistance and water intrusion per • ance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be e led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ding Code. (The roof deck is usually concealed prior to removing the existing roof system). r 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau. e 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. lout .6. Overflow scuppers (wall outlets): It is required that rainwater flow off.so that the roof is not o� oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov ow 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 i r or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be re ed. It may be beneficial to consider additional venting which can result in e .i rvice . fe of the roof. % / i(J i 9;- wner's /Age s ' ignature Date Contractor's Signature C 'OOCI'SIC -I' n I \Trmp\SCCTION 1331.4x 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 RAS 128 4. Other Component Notice of Acceptances . 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) Any Required Roof Testing /Calculation Documentation 7. 4 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 1 Master Permit No. Contractor's Name Job Address 13 Low Slope ❑ Asphaltic Shingles High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Process No. R io 'YC 9/,/ ,'z . ROOF CATEGORY ❑ Mechanically Fastened Tile . J Mort ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE kil New Roof r5g. Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 350 Z.S NI- Cl Z83 4- y0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■111M G i 11�i� fFIE!3■11MM 0111►23MLP3■■■■■■r■■■■■■a■■ ■ ■W■■■% ■■111MMI *1 AII1+ ■■■ WW■ tj %rr■■11r■■■■■■■■■■WAL•'■■■■■■■ MIIIIIIIIIIIIMINIMMAIRM I MMIIM MIIMIIIIIIMINIUM 1111111 1.11111111111111111111111111110111111111111 ■■■ ■MEIRMII Ma■ ■M■■■■p■MII■ ■■■■■■11■■■■■ ■UMO■■■■■■ ■■■ M � UE Ir r E SI ! ! = yE�SI :::■ W■ f'IIIIII %■■■II�/■.1;%��11�MMIUMIMIN fl■■Y■■ ■r,//■%n ■■■■ ■ ■■ u /■:f,�1i/.■ ■I ■■ ■■■■■1•5!E%■N ■ ■■ BIll l■■fl■■■■■■■m ■■ ■■■■ ■■■■■■ \Y/.%■ ■I■■■■■ ■■u■ ■ ■ ■ ■■ ■■■ ■■■■■ 11■ ■■■■■■ ll■ E�/■■■■ ��■ i ■u■=■l� ■■\ai■■ ■I ■ ■■■■■■m■■■ ■ ■■ ■■■ umm '::::::: :C'■ :_:■ �m■■� ■■ ■ 77 :::p ■■�I :: ■u■ ■■u■■ ■ ■ ■■ ■■■■■■■■■■■■■■ ■■ I■ ■■■■umma:ini■■■■■r,,. ■■■■■■■■■■■rffrnm■mmetr_■mmgmm ■■■■■u■■m■■■■■ ■■nom■■■■■ ■i■■ ■■■ ■■uu■■■■a ■im u■meagir■u w ■■ ■■■ ■■moira a.► ■■■ummt a immenimmer�� 4 ■ w��i■■m■►■■u ■■■■■►• ■■■ummu ■■ommomi ■■■■■■ ■u ■■ ■■■■■tirmmamiasi�um■ maJ.l■■r:%.u■ ■■■a:■■■■■■■■■■■■■ ■■■■■■■■■■ ■■uu■.�u ■■■■■■■■■ •.■■r■■■■■■■■■■►�■ ■■■■■■■■■■■■■ ■■EU■ ■■■■ ■■ ■■ ■■■■■■ ■■■■■MJ■■■■■■■►.E.■ C■:■■::::::u:' : . ■ Z : ? ■ .ACC:::,:::: :: m:C:::C�C:: m ■■ m ■� ■■■■■uwg■ Ypm■■■■■■■ m �■\■ ■u ■■ ■m■■u■■■■■■■■■ ■mm■■■ ■■ ■11 ■■ i� ■iaaa aaaaaaaaaaa uauaaaaaaa a aaii■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■ u ► •:R ■■■E■■■■u ■ ■MENI■u■u■ ■■■■■■■•••••••• . ■u■■■■ ■■ ■■■E■■■■■■ ■u ■■■ ■■■■■■■■■■■■u■■ ■■ V�■■■ ■�k'ime %■�■mmonm ■■■■■ ■■■■ ■■■■ ■ ■■rT ■■■ ■■ ■ ■ ■■ m i Illummi 111.2" Illirdi ° Ms " 111." 14$0. WNW EMI MIME Mai NUOWWWWW _ i - --n----r- -1-1-1 , Mil 1: lir MI 1 I ( 4 - 1-1 - r; t -- FiII in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: /7 , NOANo.: Di•ow , o/ Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 52 Pmax2: g 7 3 Pmax3: /3 / 4 Max. Design Pressure, From the Specific NOA System: — 6 2._S" Deck: Type: 1 W OD Gauge/Thickness: ,7 B - Slope: S 8Z.- Anchor /Base Sheet & No. of PIy(s):atS 14-f Anchor/Base Sheet Fastener/Bonding Material: /1..5'44 Insulation Base Layer: Base Insulation Size and Thickness: ------ Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) Ply Sheet(s) & No. of PIy(s): 2 f / La- Ply Sheet Fastener /Bonding Material: I7o% i0s� ifld/7.' Top Ply:i '/' % -7 Top Ply Fastener/ Bpnc n9 Material: //6 7 Surfacing: — yr �+ i ills / pplucatton 1 Fastener Spacing for Anchor /Base Sheet Attachment Field: / • oc @ Lap, # Rows.. @ 9 • oc Perimeter: ,6 • oc © Lap, # Rows 4 @.5" • oc Comer: • oc @ Lap, # Rows @ Z oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. O Parapet Height 9 Mean Roof Height Roof Slope: 3 : 12 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: <74 y in l 77 X= Notice of Acceptance Number: d D . /2/2 • 0 ,6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1:4 ' Pmax2: /X' Pmax3: /DO- .4" Maximum Design Pressure (From the NOA Specific System): Deck Type: Ridge Ventilation? iv/ Mean Roof Height: /3 .-/O Sloped System Description I ype Underlayment. , g' 4 -- - -- v' Insulation: f icy I A Fire Barrier: i Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: " I /�� G /��1�s9�✓l ,44r-wa Type & Size Drip dge: J`�Ati T.v Z Z6 (4tc/6 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 equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 7. x X.1/17 = ) •f4J -Mg: S Pz =Mr, 042 NOA M (P2 :10 x X .491 = Z ►I -M .c- gZ = M NOA Mr G / •� (P3 :/0.L xX ' M) = •8$ -M C'L g� �• = ■r3 -2< NOA 11/1 C. /• y Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below ZO.7 NOA f Mean Roof Height --O. Roof Slope _ r 2:12 3:12 4:12 5:12 6:12 7:12 M Required Moment Resistance* 15' 30.7 26.6 24.5 22.5 20.8 20' 33.4 31.3 28.9 26.7 24.5 22.6 25' 35.7 33.4 30.9 28.5 26.2 24.1 30' 37.7 35.2 32.6 30.0 27.6 25.4 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x I: = x w: = ) - W: x cos B. = Fn: NOA F'_ (P2 x I: = x w: = ) - W: x cos B: = F NOA F' (P : x l: = x w: = ) - W: x cos 0: = F NOA F' 40' 40.7 38.1 35.2 32.5' 29.8 27.5 Where to Obtain Information Description Symbol Where to find Design Pressurc PI or P2 or P3 • RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. 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 equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 7. x X.1/17 = ) •f4J -Mg: S Pz =Mr, 042 NOA M (P2 :10 x X .491 = Z ►I -M .c- gZ = M NOA Mr G / •� (P3 :/0.L xX ' M) = •8$ -M C'L g� �• = ■r3 -2< NOA 11/1 C. /• y Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below ZO.7 NOA f Mean Roof Height --O. Roof Slope _ r 2:12 3:12 4:12 5:12 6:12 7:12 M Required Moment Resistance* 15' 30.7 26.6 24.5 22.5 20.8 20' 33.4 31.3 28.9 26.7 24.5 22.6 25' 35.7 33.4 30.9 28.5 26.2 24.1 30' 37.7 35.2 32.6 30.0 27.6 25.4 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x I: = x w: = ) - W: x cos B. = Fn: NOA F'_ (P2 x I: = x w: = ) - W: x cos B: = F NOA F' (P : x l: = x w: = ) - W: x cos 0: = F NOA F' 40' 40.7 38.1 35.2 32.5' 29.8 27.5 1' r t. SANTAFE TILE CORPORATION 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the undcrli literature. 3.6 This acceptance is for wood deck application4 compliance with applicable building codc. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installe County Roofing Application Standard RAS 11 4, 1.2 Data For Attachment; Calculations 3 ACCEPTANCE No.: 00- 1212.06 n ay be installed perpendicular to the roof ymcnt material manufacturers published Minimum deck requirements shall be in in strict compliance with Miami Dade .RAS 119, and RAS 120. rank Zuloaga, RRC Rooting Product Control Examiner Table 4: Attachment Resistance Expres for Mortar or Adhesive S r Table 3: Attachment Resistance Express i d as a Moment- Mf (ft -lbf) For Nail - On Syst C Tile Profile The Application Two Nails One Screw wo Screws 38.28' One Scrcw w/ Clio 57.31 Two Screws w/ Cli 57.60 Santafe S - Direct Deck 21.8 29.16 Battens 2 ttens Direct Deck rt Direct Deck Santafe 'S' 5.93 61.771 1. Approved screws as noted 'Product manufactured by others' 5.82 — 5.69 L 5.53 5.32 1' r t. SANTAFE TILE CORPORATION 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the undcrli literature. 3.6 This acceptance is for wood deck application4 compliance with applicable building codc. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installe County Roofing Application Standard RAS 11 4, 1.2 Data For Attachment; Calculations 3 ACCEPTANCE No.: 00- 1212.06 n ay be installed perpendicular to the roof ymcnt material manufacturers published Minimum deck requirements shall be in in strict compliance with Miami Dade .RAS 119, and RAS 120. rank Zuloaga, RRC Rooting Product Control Examiner Table 4: Attachment Resistance Expres for Mortar or Adhesive S d as a Moment - Mf (ft-Ibf) t Systems Tile Profile Tile Application 4 ":12" Attachment Resistance Santafe 'S' Mortar Set or Direct Deck 23.6 Adhesive Set Battens 61 Battens Direct Deck 1' r t. SANTAFE TILE CORPORATION 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the undcrli literature. 3.6 This acceptance is for wood deck application4 compliance with applicable building codc. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installe County Roofing Application Standard RAS 11 4, 1.2 Data For Attachment; Calculations 3 ACCEPTANCE No.: 00- 1212.06 n ay be installed perpendicular to the roof ymcnt material manufacturers published Minimum deck requirements shall be in in strict compliance with Miami Dade .RAS 119, and RAS 120. rank Zuloaga, RRC Rooting Product Control Examiner Table 2: Restoring Moments due td Gravity - M (ft - Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 1 5 ":12" ! 6 ":12" 7 ":12" greater Battens or Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 2 ttens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.55 5.82 5.73 5.69 t . 56 5.53 5.32 5.29 5.03 WA 1' r t. SANTAFE TILE CORPORATION 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the undcrli literature. 3.6 This acceptance is for wood deck application4 compliance with applicable building codc. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installe County Roofing Application Standard RAS 11 4, 1.2 Data For Attachment; Calculations 3 ACCEPTANCE No.: 00- 1212.06 n ay be installed perpendicular to the roof ymcnt material manufacturers published Minimum deck requirements shall be in in strict compliance with Miami Dade .RAS 119, and RAS 120. rank Zuloaga, RRC Rooting Product Control Examiner Table 1: Aerod namic Multi I ers— A. ft Tile Profile a. (ft Batten Applic tion 1. (ft Direct Deck Santafe 'S' 0.274 0.297 1' r t. SANTAFE TILE CORPORATION 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the undcrli literature. 3.6 This acceptance is for wood deck application4 compliance with applicable building codc. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installe County Roofing Application Standard RAS 11 4, 1.2 Data For Attachment; Calculations 3 ACCEPTANCE No.: 00- 1212.06 n ay be installed perpendicular to the roof ymcnt material manufacturers published Minimum deck requirements shall be in in strict compliance with Miami Dade .RAS 119, and RAS 120. rank Zuloaga, RRC Rooting Product Control Examiner SANTAFE TEE CQRPORATIQN 5. LABELLIG 5.1 All tiles shall bear the imprint or identifiable mlarking of the manufacturer's name or loo or following statement: "Miami -Dade County F oduct Control Approved". 8 6. BUrLDING PE ZMIT REQUIREMENTS 6.1 Application for building permit shall be accompianied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation o this system, PROFILE DRAW(NIC SAl`7TAFE "S &NTAFE S" CLAYROOF TILE 4 ACCE ANCE No, ; 00-1 _212,06 Frank Zuloagu, RRC Noting Product Control Examiner ti S0 +d 14101 ** SS I U C O T I O N N NOT CE • - C E AN E ST ND •.+I• D CONDi71 • NS 1 Renewal of this Acceptance (approval) shall be considered alien renewal application has been filed and the original submitted documentation, including test supporting da ( , engineering documents, arc no older than eight (8) years. 2 Any and all approved products shall be permanently labeled wi the following statement: * Miami-Dade County Product Contro 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 Co and the product is not in compliance with the code change b) The product is no longer the same product (identical) as t c) If the Acceptance holder has not complied with all the req correct installation of the product: d) The engineer who originally prepared, signed and sealed submitted, is no longer practicing the engineering professia 4 Any revision or change in the materials, use, and/or rnufactu automatically be cause for termination of this Acceptance, unJcs. (through the filing of a revision application with appropriate fee 5 Any of the following shall also bc grounds for removal of this A a) Unsatisfactory performance of this product or process: b) Miscue ()IOUs Acceptance as an endorsement of any prod purposes. 6 The Notice of Acceptance number preceded by the words Miami expiration date may be displayed in advertising literature, If any displayed, then it shall be done in its entirety. 7 A copy of this Acceptartr; as well as approved drawings and oth• provided to the user by the manufacturer or its distributors and s site at all times, The copies need not be resealed by the enginccrt 8 Failure to comply with any section of this Acccp(ance shall bo ca Acceptance. 9 This Acceptance contains pag 1 through S END OF THIS ACCEPTAN 5 ACCEPTANCE No. : 0000- 1 --- -- 2 1 2 0606 the manufacturer's name, city, state, and pprovcd ", or as specifically stated in the affecting the evaluation of this product one originally approved; rements of this acceptance, including the required documentation initially of the product or process shall prior written approval has beco requested and granted by this office. prance: ct, for SaicS, advertising or any other adc County, Florida, and followed by the onion of the Notice of Acceptance is documents. where it applies, shall bc l! be available for inspection at the job sc for termination and removal of E rank Zuloaga, RRC o(ng Product Control Examiner • 318 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued "Glass -Base" or "Vent -Ply" or Type 61 ply sheet, "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped or nailed. Ply Sheets: 3 layers Type 61 'Tam -Glass Premium" or "Tam-Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 6. Deck: NC Incline: 1 -1/2 Base Sheet: Type G2 "Glass - Base ", "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Ply Sheets: 2 or more layers Type G1 'Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: Type G3 'Tam -Cap ", hot mopped. 7. Deck: NC Incline: 2 Insulation (Optional): 1 -5/16 - 3 -1/4 in. max. in. glass fiber perlite or woodfiber, isocyanurate sprinkle mopped. Base Sheet (Optional): 1 or more Type G2 "Vent -Ply ", "Vapor- Chan "; Type 61 'Tam -Glass Premium ", 'Tam -Ply IV" or "Glass- Base ", hot mopped. Ply Sheets: 1 layer "Awaplan Versa - Smooth" surface (modified bitumen), hot mopped or heat fused. Surfacing: Type G3 "Tam-Cap", hot mopped. 8. Deck: C -15/32 Incline: 1/4 Base Sheet: Type 15 "43# Base Sheet ", Type G -1 "Tam -Glass Premium ", "Tam -Ply" IV" or "Glass- Base ", nailed. Ply Sheets: 2 or more layers Type 61 "Tam-Glass Premium" or 'Tam -Ply IV ", hot mopped. Surfacing: Type G3 "Tam-Cap", hot mopped. 9. Deck: C -15/32 Incline: 1 Base Sheet: One or more layers of Type G2 "Glass- Base ", "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "Tam-Ply IV" or "Tam -Glass Premium ", hot mopped in place. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. 10. Deck: C -15/32 Incline: 2 Base Sheet: One or more layers of Type 15 "43# Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: Two or more plies of Type 61 "Tam-Ply IV" or 'Tam -Glass Premium ", hot mopped in place. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 11. Deck: C -15/32 Incline: 2 Insulation (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, 2 in. thick min. Base Sheet: One or more layers of Type G2 "Glass- Base ", "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened in place. Membrane: One layer of "Awaplan Versa - Smooth" (modified bitumen), hot mopped or heat welded. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. 12. Deck: NC Incline: 3 Base Sheet: One or more plies of "Tam -Ply IV ", hot mopped or mechanically fastened. Ply Sheets: One or more plies of "Tam-Ply IV ", hot mopped or mechanically fastened. Surfacing: Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. Class B 1. Deck: C -15/32 Incline: 1 Base Sheet: One or more plies of Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", or Type G2 "Vapor- Chan ", hot mopped or 'mechanically fastened in place. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. 2. Deck: C -15/32 Incline: 3 Base Sheet: One or more plies of Type G2 "Glass- Base ", Type 15 "43# Base Sheet", "Versa- Base" or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Ply Sheet One or more plies of Type 61 'Tam -Ply IV ", "Tam-Glass Premium" or "Versa- Base ", hot mopped in place. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. 3. Deck: C -15/32 Incline: 1/2 Base Sheet: One or more plies of Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", "Versa- Base" or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation: 1 - 1 -15/16 in. glass fiber, perlite or wood fiber, nailed or sprinkle mopped. Ply Sheet: 3 layers Type 61 'Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: Glaze coat hot roofing asphalt. 2. Deck: C -15/32 Incline: 1/2 Base Sheet: Type G2 "Glass- Base ", "Tam-Glass Premium ", "Tam Ply IV" or "43 lb. Base ", nailed or spot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Ply Sheet: 3 layers Type 61 "Tam -Glass Premium" or 'Tam -Ply IV ", hot mopped. Surfacing: Glaze coat hot roofing asphalt. 3. Deck: C -15/32 Incline: Unlimited Base Sheet: Oneor more plies of Type G2 "Glass - Base ", "4311 Base Sheet' "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened. Ply Sheet: One or more plies of Type G1 "Tam-Ply IV" or "Awaplar , Smooth" (modified bitumen), hot mopped or heat fused. Cap Sheet: Type G3 "Tam-Cap", hot mopped in place. COMBINATION HOT AND COLD SYSTEMS Unless otherwise indicated, these constructions may utilize any thickness o perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate, perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fibe insulation is a suitable substitute on noncombustible decks only. Class A 1. Deleted. 2. Deck: NC Incline: 1 -1/2 • Ply Sheets: 3 or more layers Type G1 'Tam -Glass Premium" or "Tam -Pl IV ", hot mopped. Surfacing: Grundy's "Fibered Asphalt Emulsion Roof Coating, 039" at gal /sq. 3. Deck: C -15/32 Incline: 1 Insulation: 1 in. minimum glass fiber, perlite, wood fiber, polyurethane isocyanurate or combination isocyanurate/perlite, nailed or sprinkl mopped. Base Sheet (Optional): Type G2 "Glass- Base" or Type 61 'Tam -Ply IV" c "Tam -Glass Premium ", nailed or hot mopped. Ply Sheets: 3 layers Type G1 'Tam -Glass Premium" or 'Tam -Ply IV ", hr mopped. Surfacing: Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating" at gal /sq. 4. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): Glass fiber, perlite, 2 in. max. Base Sheet: Type G2 "Glass- Base ", "43# Base Sheet" or "Vapor Chdr nailed, sprinkle or•hot mopped. Ply Sheets: 3 layers Type 61 'Tam -Glass Premium" or "Tam -Ply IV ", h' mopped. Surfacing: Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating" at gal /sq. e . 5. Deck: C -15/32 Incline: 3 Insulation: Glass fiber, wood fiber or perlite 2 in. max. Base Sheet Type 15 "43 lb Base - Sheet" or "Glass Base" nailed or h mopped. Ply Sheet: 3 layers Type 61 'Tam -Glass Premium" or "Tam -Ply IV ", h mopped. Surfacing: Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating" at gal /sq. 6. Deck: NC Incline: 1/2 Insulation (Optional): Wood fiber or perlite, any thickness, mechanica fastened. Base Sheet: One or more plies of "Glass- Base ", "Base -N -Ply' or "43; mechanically fastened or hot mopped in place. Ply Sheet: One or more plies of Type 61 'Tam -Ply ,IV" or "Tam -GL• Premium ", hot mopped in place. Surfacing: "Tam-Pro FR Aluminum Roof Coating ", applied at 1 -1/2 gal /: • Class B 1. Deck: C -15/32 Incline: 3 Base Sheet: One or more plies of Type 15 "43# Base Sheet', hot niopr or mechanically fastened in place. Ply Sheet: Two or more plies of Type G2 "Tam -Ply IV" or 'Tam -Gl Premium ", hot mopped in place. Surfacing: Grundy's "Fibered Aluminum Roof Coating ", applied at 1 -: gal/sq. 2. Deck: C -15/32 Incline: 1/4 Base Sheet: One or more plies of Type G2 "Glass Base ", "Versa Base" "Vapor Chan ", hot mopped or mechanically fastened in place. Membrane: "Awaplan Premium ", "Awaplan Premium FR ", "Awaplan 17 "Awaplan 170FR ", "Awaplan Versa - Smooth" and "AwaFlex". Surfacing: Grundy's "Fibered Aluminum Roof Coating ", applied at 1 -' gal /sq. 3. Deck: C -15/32 Incline: 2 Cap Sheet: Type G3 "Tam -Cap" (inverted), mechanically fastened place. Membrane: "Awaplan Premium ", "Awaplan Premium FR", "Awaplan 17 "Awaplan 170FR ", "Awaplan Versa - Smooth" and "AwaFlex". Surfacing: Grundy's "Fibered Aluminum Roof Coating ", applied at 1- gal/sq. • :. Class C 1. Deck: C -15/32 Incline: 3 Insulation: 1 in. min glass fiber, perlite, wood fiber, polyureth; 4 • J CI t V VA V t• J/ M • MI AM I•DADE > APPROVED: OS/23/200I The expense of such testing wilI be incurred by the manufacturer. ACCEPTANCE. NO.: . 0 1-050B.01 EXPIRES: 013/23/2006 . Va 0 iS 000 npc200011tempt.Ecslnotica acceptance cover pagadoc Internet mail address: postmaster@buildingcodeonlinc.com I'd ET TO E88 SOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Talnko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 O V V J T 1 V O T O I" • c MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILD/NC CODE COMPLIANCE OFFICE 1: rtto•nnut: FLACI1.1!It nu t.DIN(t 1419 WEST FLAMER. Sill EFT, St(ITI, l(03 MIAMI, FLORIDA 33130 - IS(,3 (305) 375.2901 FAX (305) 375 -2901 (()NrlACToit LICENSING SE(: rIAV (305) 375.2527 FAX (305) 375 2555 CON'ruAcrott KNrott(:F :M1ENr DIVISION (305)375-296h FAX (305) 375.29011 . t•ttontiCr ( :Ovr(toi, UIVIStON (305) 3754902 VAX (303) 37 .63Ju Your application for Notice of Acceptance (NOA) of. Tamko I3UR Root over Wood Deck wider Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade: County.l3uilding Code Compliance Office (BCCO) under the conditions specified herein. • This NOA shall not he valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCC° may revoke, modify, or suspend the use of such product or material immediately. I3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS Tim, COV) RS1•lEET, SEE ADDITIONAL PA( ;I :S FOR SPECIFIC AND CG.NI?RAL CONDITIONS BUILDING CODE PRODUCT REVIEW COMMITTEE 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 Miami - Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami- . 1)acle County I3uildint; Code Compliance Office Flomcpajc: I1ttp : / /Wevw,buildinbcndeonlilte.com d.aoo pueizuuns e9T :TT TO 12 Pea TAMKO ROOFING PRODUCTS, INC. ROOFING ASSEMBLY APPROVAL Catcgorv: Roofing Sub- Category: Built-up Roofing Deck Typo: Wood Maximum Design Pressure -60 psi' Fire Classification; See General Limitation ill TRADE NAMES OF PRODUCTS MANUFACTURED 0I2 LABELED 11Y APPLICANT: Awaplan Premium 1 R A vaplan Prentiuntrn Awaflcx Awaflcx FR Z ETTO E88 SOE Page 2 V V V J T 1 V V T J Acceptance No:01- 050$,01 Approval Date: Aur 23, 21101 Expiration Date: August 23, 2006 Test Product Product Dimensions 5pcc iflcatiott Dcscri Awaplan 170 FR Roll weight: 98 lbs.; ASTM D 6164 A 1S0 g/nr polyester reinforced SBS 33' II" x 39' /e" Type I modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awnpinn 170T` Roll weight: 98 Ihs.; ASTM D 6164 A 180 g/nt' polyester rcinforccd SBS 33' 1 1" x 39 a / Type I modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, Awapinn Heat Roll ,vcight: 96 lbs.; ASTM D 6164 A 250 g /m' polyester reinforced SBS WeldingTM 25' 5" x 39 3 / Type II ntodiftctl bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. Roll weight: 101 ASTM D 6164 A 250 On' polyester reinforced modified lbs.; 33' II" x 39 Type!! bitumen membrane surfaced with 3,1, granules. Applied by hot asphalt and also used as a walkway material. Roll weight: 101 AS'I :M D 6164 A 250 5 /nt= polyester reinforced SBS lbs.; 33' 11" x 30 Type!! modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as n walkway material Roll weight: 76 lbs; ASTM D 5147 SBS modified cap sheet constructed with a 33' 39 -3 /8" 155am /m' non- woven polyester mat saturated with asphalt, coated on both sides with SI3S rubber modified asphalt and surfaced with ceramic granules for UV protection. Roll weight: 76 lbs; ASTM f) 5147 Sl3S FR modified cap sheet constructed 33' x 39 - /5" with a 15510n/111 non woven polyester m at saturated with asphalt, coaled on both sides with SI3S rubber mollified asphalt, , FFR treated, and surfaced with ceramic granules for UV protection, Frank Zuloaga, RRC Roofing Product Control Examiner N• dJoo pueTtuuns e9T:TT TO TE oaa TAMKO ROOFING PRODUCTS, INC. Product Awaplan Versa - Smooth Awaplan Versa -Flex Base- N -P1y0 Glass - Bast''" Tam- CapT ^t - fain-Ply 1 VT` Type 43 Dose Sheet Vapor- CIt:111TM Tam -Glass Prcmiumr" Roll weight: 53 lbs.; ASTM D 2178 161' 9" x 39 -3/8" Type VI Roll %coldlt: 44 lbs.; ASTM D 2178 1 6 1 ' 9" x 39 -3/8" Type I V t b Molt wcigltt: 85 lbs.; ASl M D 2626 A • 72' x 36" s Roll weight: 86 lbs.; ASTM 1) 4897 1. 32' 11" x 39 -3/8" Type 11 it a st Versa -Base FRTm Vcrsa.l3aseTm Versa -Cap VIC"' Tam -Pro Pibered Emulsion Tam -Pro Primer E•d 6TTO 688 S06 Test Dimensions Specification Roll weight; 100 ASTM D 6164 Ibs. 33' 1 1 " x 39 Type I Ro11 wcighi: 76 lbs; ASTM D 6164 33' 11" x 39 -3/8" Type If Roll weight: 72 lbs.; 108'x36" Roll weight: 72 lbs.; ASTM D 4601 97.5' x 39.3/8" Roll weight: 83 lbs.; ASTM D3909 32' 1 1 "x 39 -3/8" h Roll weight: 60 lbs.; ASTM D 5147 A 48' 2" x 39 -3/8" f i at Roll weight: 94 lbs.; ASTM D 6163 A 48' 2" x 39.3/8" Type 1 fi at Roll weight: 87 lbs.; AS'I i?l 1) 5147 33' x 39 -3/8" 5 gallon ASTM D 1227, type!! 5 gallon ASTM D 4601 ASTM D 41 Page 3 V VVJ - r V VTJ Acceptance No:01- 0508.01 Product ptscription A 180 /tn= polyester reinfitfccd SI3S modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified Systen1S. A 190 g /nr nonwoven polyester reinforced SI3S modified bitumen membrane. Applied in hot asphalt, as :t base ply in 2 ply modified systems. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built- . up roofing. Type Ii asphalt impregnated and coated glass fiber base sheet for use in . conventional and modified bituntcn built up rooting. Asphalt irnpregoated'and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for tsc in conventional and modified bitumen built -up roofing. Type IV.asphalt impregnated glass felt for Ise in conventional and modified bitumen uilt -up roofing. n organic felt reinforced asphalt base heel. Applied in Trot asphalt or techanically fastened. leavy duty fiber glass base sheet nprcgnatcd and coated on both sides with sphalt 1t'ith or without a fine mineral abilizer. Surfaced on the bottom side v itlt coarse mineral granules cntbcdcicd in of asphaltic coating. sphall impregnated and coated glass ber base sheet for use in conventional id modified bitumen built -up roofing. sphalt impregnated and coated glass ber base sheet for use in conventional rtl modified bitumen built -up roofing. A fiberglass reinlbrcetl, mineral surfaced, S13S modified bitumen top membrane. Protective coaling. Prank Zuloaga, RRC Roofing Product Control Examiner duoo pueTtuun • P. - r e9T:TT TO T2 oal yr '.V WA .,L. JV+ 1 /11'Imu TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0508.01 Test Product Product Dimensions S.peeification ITescrilttiuu Tam-Pro Fire Rated 5 gallon ASTM D 2824. A (lame retardant protective Coating that Aluminum Roof type 111 limns a highly reflective surface. Coating EVIDENCE SUBMITTED: Test Agency /ldentilicr Factory Mutual Research Corporation Underwriters Laborntories, Inc. Dynatcch Engineering Corporation Exterior Research & Design, LLC. E1I0 EBB S0E Na ntc Comparative Rupture Testing Class I Fire Class I Fire: 1.90 Windstorm Classification • Class 1 Fire; 1 -90 Windstorm Classification Wind Uplift Testing Wind Uplift Testing Page 4 dUU 9r l dug J Report Dale J.1.400A7.AM 10.21.98 J.I. 0Z4A3.AM J.I. I D1A7.Alvf 08.27.97 10.20.97 J.I.385A9.ArM 08.27.97 Fire Classification -- see 83225 Published current directory Annually Wind Uplift Resistance 83225 -1 through 13 02.17.94 Wind Uplift Testing 4440.05.95 -2 05.01.95 4440.05.95 -1 4444.06.98 -1 05.01.95 06.15.98 Frank Zuloaga, RRC Roofing Product Control Examiner p . 5 duoo pue /Tuuns e9I :IT TO tZ oaQ LI •d • sep eli u i ue: 9tsp t renteu TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0:03.01 Deck Type 1: Wood, Non - insulated Deck Description: I7 /3;" or grcateir plywood or wood plank decks System Type E: 13asc Sheet mechanical ly at melted. All General and System Limitations apply. (lase Sheet: Fastening: Ply Sheet: Cup Sheet: Sur(acilg: One ply of'1•antko Glass-Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: (Option 11) Attach base sheet using 11 ga. annular ring shank nails and 1 -5B diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet...(Aleeix —52.5 psf, See General Liutilaliatt 117.) (Oplir, t 02) Attach base sheet using CF Dekfast or If14 Dekfast Fasteners with CT 11ex Plates, SFS (112 or 1ID fnsulfixx S, or lluildcx Accutrac fasteners and 3" Square Plates spaced 12" c.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Aleuts —60.O pcf, Sec General Limitation 117.) Two or more plies of Tait -Glass Premium® or Tam Pty I V ply sheet adhered in a full mopping of approved ,asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. ET TO EBB SOE (Optional) One ply of ran, -Cap® adhered in a full stopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (See Tamko application instructions for approved method or installation). (Required if no cap sheet is used) Install one oldie following: 1. 1 -1 % gallons fibcrcd aluminum coating per square (Tropical Asphalt Products Alumal3ritr 120. Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asps alt surf ;ace at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the ntanu(itctucers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq, respectively. Maximum Design Pressure: Sec Base S /reel Frtstc t wl; Oplinas above Page 17 Frank Zuloaga, RRC Roofing Product Control Examiner d..too pueTtuuns e02: T T TO T2 oea •Sep 26 01 02: 46p I Hrncu auunloo -ra TAMKO ROOFING PRODUCTS, INC. Acceptance No :01- 050$.01 WOOD DECK SYSTEM Lii'1(T TtONS . • 1 A slip sheet is required with Ply 4 and PIy 6 when used is a nacchanically 'listened base or anchor sheet. C ENERA L LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing tvlaterials Directory for lire ratings of this product, 2. insulation may be installed in multiple layers. The first layer shall bc attached in compliance with • Product Control Approval guidelines. All other layers shall be adhered in a lull stopping of approved asphalt applied within the 12VT range and at a rate of 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 n11 applications over closed cell foam insulations when the base she is fully mopped. IF no recovery board is used the base sheet shall be applied using spot mopping Cvith approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped -S" ribbons in three rows, one at each sidelap and one down tie center of tl>,q sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is Lased on a Minimum Characteristic Force (F') value of 275 lb f., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be Tess than that required, as determined by the fluilding Official a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roo f Coast ltant may bc submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards'fAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall bc increased for both insulation and base sheet as calculated in compliance With Roofing Application Standard RAS 117. (\\'hen this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 1 11 and applicable wind load requirements. 9. The maximum designed pressure limitation lis cd shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced listening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (Whet this limitation is specifically referred within ibis NOA, General Limitation #7 twill not be applicable.) Bid EITO EBB SOE Page 13 Frank Zuloaga, RRC Roofing Product Control Examiner duoo pueTTuuns eO2:TT TO T2 oaa Jar Lo V 1 Vc. TVr TANIKO ROOFING PRODUCTS, .INC. Acceptance No:01- 0508.01 GT•d ET TO 688 SOE NOTICE OF ACCEPTANCE STANDARD CONDfl ONS I Renewal of this Acceptance (approval) shall he considered a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (X) years. 2 Any and all approved products shall be permmm:ully labeled with the manufacturer'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 ot will not be considered if: a) - there has been a change in the South Florida fuilding Code affecting the evn(ttntion of this product and the product is not in compliance %vita the code changes; b) The product is no longer the saute product (identical) as the one originally improved; 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture oI'the product or process shall automatically be cause for termination of this Acceptance, unless prior written appr9val has been requested (through the filing of a revision application with appropriate fee) and granted by thie 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 folloteed by tltc expiration date may be displayed in advertising literature. 1 fany portion of the Notice of Acceptance is displayed; then it shall be dime 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 he resealed by the engineer. ti Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 19. E Nl) OF THIS IS ACCEPTANCE P:Ige 19 Prank Zuloaga, RRC Roofing Product Control Examiner duoo pue[iuuns r• -••• eT2 :TT i0 TZ oaa NAMABLE DECKS (WOOD) ,512 Tamfilsas Premiums 612 Tam -Ply IV (REGIONS 1.2. & 3) TattrCAp wan° PMERCILAW PLY SHEETH B `� \ a � � \� . 2 - mac, `-1 �\ ? r • TANCO BAS 61480- NAILED W000 DECK 1/2 m . 50 cm - 19 -11/16 inches 1 m • 100 cm = 39-3/8 inches Material Dagnirsrnsnts TAMKO TYPE 43 Cooed Base Sheet or BASE -N -PLY Base Shat TAMKO FIBERGLASS PLY SHEETS (Options Below) 512 TAM -GLASS PREMIUM 612 TAM•PLY lv 1 Ply 2 Plies TAMKO TAM-CAP Fiberglass Mineral - Surfaced Cap Sheet 1 Ply tnterply Asphalt (Per 100 sq. ft.) Approx. 69 lb. Clinch-type nails (Pa 100 sq. ft) Approx. 100 Nails Slope: Positive drainage up to 1 -1/2 m. per linear ft. For slopes above 1 in. per linear h.. fastening of the roofing felts is requued (see Section 9.0). Deck The deck should conform to TAMKO general requirements (see Sutton 4.0). Asphalt. The asphalt should be cenified by the manufacturer to mess A,STM D -312. Type R for slopes up to 1/2 in. (oteept is FL TX. NM. AZ CA) and Type Ill (or slopes up to 1.12 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Scarfing at the low pouts of the roof. install 1 ply of TAMKO TYPE t3 Coated Base Sheet or BASE -N -PLY, side Lipped 2 M. and end lapped 4 in. Apply 313 nght angle to the slope of the roof. Nail the sheet along the Lap at ulecmis of no more than 9 M. Stagger-tuft on 18 to center along 2 Tines locoed 12 m. from each edge of the base sheet. For specific fastening patterns for wind uplift lisungs, comet the Technical Services Department (see Section 10.0). Fiberglass Ply Sheeu: Over the base ply. install 2 plies of TAMKO TAM -GLASS PREMIUM or TAM -PLY IV Fiberglass Ply Shen to speaftauon asphalt. Stan with a i/2 m width fol- lowed by full 1 m widths. shingle fashion. lapping each ply 20 -11/16 in. over the preceding ply so theca bast 2 plies cover the base ply at any point. Apptoxirtlately 23 Ib. ( =I 5 %) of sped8catton asphalt per 100 sq. ft. should be used to embed e.ch ply (see Section 8.0). TAM-CAP Minuet-Surfaced Cap Sheet: Starting at the low point of the roof. apply 1 ply of TAMKO TAM-CAP. side Lapping each sheet 2 in. and end Tapping 6 in. ova' the preceding sheets. Fully mop each sheet with speci fication asphalt at the rate of 23 lb. (el 5%) of specific:mon asphalt per 100 sq. h. On slopes of 1 in. per foot or greater. nail adjacent to the cop edge on 12 In. centers. Nail laps on 3 in. centers and mop the full width with specification asphalt. NOTE: BEFORE APPLICATION OF TAM -CAP. CUT INTO 12 FT. TO 18 PT. LENGTHS, ALLOW TO FLATTEN AND RELAX. STAGGER THE END LAPS. (SEE COLD - WEATHER APPLICATION RECOMMENDATIONS, SECTION 15.0.) Alternately Inmtallatton by the - fly - in' or loop and flop method rectums the installer ro use maximum of 12 ft. sections and to mop the 2 in. selvedge a nd the back of the TAM -CAP that will cover the selvedge. Flashing: The flashing material must he a TAMKO polyester - reinforced modified asphalt flashing material (see Section 32.0). U.L Requirements: Coned TAMKO for information on U.L. systems requiremeis. NAMABLE DECKS (WOOD) 514 Tam -Class Premises 614 Tam -Ply IV (REGIONS I.2, br 3) a$PM*LT rtcoo coon KY SHEETS 4.000 EEGs Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet TAMKO FIBERGLASS PLY SHEETS (Options Below) 514 TAM -GLASS PREMIUM 614 TAM -PLY 1V Interpiy Asphalt (Per 100 sq. ft.) Flood Cott Asphalt (Per 100 sq. ft) Gravel (Per 100 sq. ft.) Clinch -type nails (Per 100 sq. rt.) Stt Pages 18.10 for TAMxc) System Limited Warranty Durations TAMKO ease SHEET. 144nED 1/3 m • 33-1/3 cm . 13.1/8 Inches 2/3 m • 66.2/3 em • 26 Inches 1 m e 100 cm = 39 - 3/8 inches 1 Ply 3 Plies Approx. 6916. Approx. 60 lb. Approx. 400 Ib. Approx. 100 Nails Slope: Positive damage up to 3 in. per linear ft. Foe slopes above 1 in. per linear ft.. fastening of the roofing felts a required (see Section 9.0). Otcl: The deck should conform to TAMKO general requirements (ace $etaiun 4.0). Asphalt: The asphalt should be certified by the manufacturer to meet ASTM 0 -312. Type R for slopes up to 1/2 in. (except in FL TX, NM. AZ. CA) and Type Ill for slopes up to 3 (n. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N•PLY tease Sheet: Starting 31 the low point of the roof. Install 1 ply of TAMKO TYPE 43 Coated Sax Sheet or BASE -N -PLY. side Upped 2 in. and end lapped 4 in. Apply at 3 right anger to the slope of the roof. Nall tilt sheet along the lap at us1e als of no mote than 9 tn. Stagger -nail on 18 M. centers along 21Mei located 12 in. from each edge of the base sheet. Foe spedUfc fastening patterns for wind uplift lisuegs, contact the Technical Soria n Depenmeot (see Secuon 10.0). Flatus Pty Sheets: Over the base ply. install 3 plies of TAMKO TAM•GLASS PREMIUM or TAM -PLY Iv Fiberglass Pty Sheet in spaifOSllon asphalt. Starting from the low point of the roof, apply n 1/3 m width. then a 2/3 m width, and follow wuh full 1 m widths, shingle fashion, Iapptng each ply 26-15/16 in. to such a manner so that at leaso 3 plies of ply sheet cover the base ply at any point. Approximately 2.3 Ib. (x15 %) of spectticauon asphalt pct 100 sq. h. should be used to embed each ply (see Section 11.0). Sttrfaeing: Apply a flood coat of 60 Ib. (e15%) 0f specification asphalt per 100 sq. ft. over the entire surface. While hot. embed approximately 400 Ib. of dean roofing gravel or 7001,. of slag per 100 sq. h. of completed roof area (ocr Seaton 13.0). FTashotg: The (lashing material must be a TAMKO polyester - reinforced modified asphalt (lashing material (see Section 32.0). • U.L Requirements: Conner TAMKO for information on U.L systems requirements. 03 ** TOTAL PAGE.01 ** ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'TYPE Generator QTY. 'TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village �.;.• n Lien Law and Choosing a Contractor. STAT . 0 \ Print Name SEAL: j • RID,. i 1 1 ∎ Signature •f • wner UNTY OF MIAMI -DADE TetC) tivlq 1-rt. . SworT to and subscribed before me this k — da y 1, �- 1� ignature o Notary Pudic - Stati. of Florida 5et PU A: LA .' , Personally known 2— �� .fl o iCafiolf �' ?' L. Type of Identification Produced'. 0' Print Name Syt9rn to and subscribed before me this Sil,!'atur. o Notary Public - S . to of Flonda SEAL: Personally known PERMIT APPLICATION 1 Z day of C / OR, fr #dente icatiob Type of Identification Prodkcc Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: PROPERTY OWNER Name Ja f1-am L ) i9 1, -- t J Address V ® N E 9) Te<7a cQ Ol f c( i 6 k1 c005, h, 33 ig ' Home Telephone 2 0 5 _ 75 . , �s6 7 Business Telephone 305 - 4 , r , ��© J'-t �ro Fax �' ( 7_ r New Construction / Enclosure License No.67e E 5 qt 0 , �� Name , Ai y 1 / .e f zj et/ h t b , 3 - Address 7 3 06v A S30 /6. Repair Fax Telephone3- - _ 'cg -8 83 / s-- ,S Qualifier Name / �4,/;6f� 62_ Address , � �0 1 1� . — - deNiG rv4-1 h'1 Uri) i- ( ARCHITECT New Construction Enclosure �� Name , Ai y 1 / .e f zj et/ h t Repair License,No.A �C o 14 g Alteration Interior Address , � �0 1 1� . — - deNiG rv4-1 h'1 Uri) i- ( iliy , 1 leA - Telephone / Foundation Only Add'l Attachment Fax Other Add'l Detachment TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review (sq.ft. = x/1000 x (t.60) (¢.01 /sq.ft.) S- (¢.005 /sq.ft.) ISSUING OFFICIAL REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Public Works Fire Structural Building Official BY DATE d,Q ,- 711 VV1 :Z TOTAL $ DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2 1113 AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION State Zip Folio Number / /- 2C °'�X `-C.Y� 2( >(Description of Work 4,..46.(x;:, ti Lot Block .4r -.∎ _ Q io j ( " Address Apt. Subdivision PB PG Zoning Current Use of Property Square Feet Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 1, PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection X alue of Work ax Assessed/ Flood Zone Master Permit No. -/ 3 Subsidiary Permit No. I • MCZYJLLH City PERMIT APPLICATION -glove a ^Ft_ 3313?) >�g Linear eet 30 ,, / �r� a o Floors Bldg Value ppraised Value Base Floor Elev. ENGINEER Name License No. Address Telephone Fax B4. MAP AND PANEL 65. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 88. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE /REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 120652 J 7 -17 -1995 AH N/A PROCESS # FO! O # C.O.R. 12.40' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME Tom & Tracy Knight BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 910 North East 91" Terrace CITY STATE Miami Shores FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Dade County, Florida; Plat Book 6 Page 130 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( # #° - # #' - ##.##" or ##. #####°) ❑ NAD 1927 ❑ NAD 1983 ZIP CODE 33138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 Amended by MDC -DERM- OCT, 1999 Compony NAIC Number, B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Unincorporated Area 120652 B2. COUNTY NAME Miami -Dade B3. STATE Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR/A1 -A30, AR /AH, AR /AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N/A Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ® Nc o a) Top of bottom floor (including basement or enclosure) 13.38 ft.(m) 1 o b) Top of next higher floor N . /A ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N . /Aft.(m) 1 o d) Attached garage (top of slab) 12.37ft.(m) CO o e) Lowest elevation of machinery and /or equipment w servicing the building N/A ft.(m) E o f) Lowest adjacent grade (LAG) 11.7ft.(m) z ' o g) Highest adjacent grade (HAG) N /Aft.(m) _ o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade _ o i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Ricardo Rodriguez LICENSE NUMBER 5936 TITLE Professional Land Surveyor and Mapper COMPANY NAME Ford, Armenteros & Manucy, Inc. ADDRESS 1950 NW 94th Avenge, 2nd Floor SIGNATURE SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CITY STATE ZIP CODE Miami FL 33172 DATE TELEPHONE 6-05.2001 305.477.643? IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 910 NE 91 Terrace CITY STATE ZIP CODE Miami Shores FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Finish Floor Elev: 13.38' Garage Elevation: 12.37' Lowest Adjacent Grade: 11.7' Crown of the road: 12.40' Project No. 01 - 108.5400 For Insurance Company Use: Pollcy Number Company NAIC Number ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) ❑ Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A r_.omrnunity official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone P.O. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 1 G5. DATE PERMIT ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81 -31, AUG 99 G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED ❑ Check here if attachments REPLACES ALL PREVIOUS EDITIONS 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 93 3. SUFFIX - J 4. DATE OF ARM INDEX March 2 ,1994 5. FIRM ZONE X 6. BASE FLOOD ELEVATION (in AO Zones, use depth) N/A ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use o4this c,�rtificate does not provide a waiver of the flood insurance purchase requirement.. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to deterrpine the proper insurance premium rate, and /or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages.' BUILDING OWNERS NAME • SECTION A PROPERTY INFORMATION STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 910 North East 91st. Street OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY STATE ZIP CODE Miami Shores Florida 33138 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 7. Indicate the`elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:1 1 1 1 1 1 U feet NGVD (or other FIRM datum —see Section,B, Item 7), SECTION C BUILDING ELEVATION INFORMATION SECTION D COMMUNITY INFORMATION FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1 1NV.LA1 feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 I 1 1 1 111 feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reterencp level from the selected diagram is LJ J U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. • (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LLJ U feet above ❑ or below 0 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: E NGVD '29* ❑ Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on • the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under. Comments on Page 2.) ' 4. Elevation reference mark used appears on FIRM: ® Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction ❑ construction drawings • (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post construction Elevation Certificate will be required once construction is complete.) . 6. The elevation of the lowest grade immediately adjacent to the building is: I I I I I NI/.IAI feet NGVD (or other FIRM datum -see Section B, Item 7). 1. If the community official responsible for verifying building elevations specifies`that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinances the elevation of the building's "lowest floor" as defined by the ordinance is:,( 1 1 1 1 1 U feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement • SEE REVERSE SIDE FOR CONTINUATION FEMA Form 81 -31, MAY 90 REPLACES ALL PREVIOUS EDITIONS F.B. NO. A- 236,16 -17 W.O. 90554 O.M.B. No 3067-0077 Expires May31, 1993 This certification is lobe signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. . Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non- breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. OMAN •AR ENTEROS_ 3679 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) LAND SURVEYOR FORD, ARMENTEROS & MANUCY, INC. TITLE • COMPANY NAME 8000 N.W. 31st. Street Suite 7 Miami Florida 33122 ADS' j �' CITY STATE. ZIP November 21, 1995 477 -6472 SICNATURE DATE PHONE Copies should be made`of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS. Final Floor Elevation = 13.38' Garage Elevation = 12.37' BASE FLOOD ELEVATION Crown of road Elevation= 12.40' Grass next to the Bldg.= 11.70' . :ON. SLAB • • A V ZONES ZONES REFERENCE LEVEL Vg. PAP ITV: '( \'•i'i:li�.. REFERENCE LEVEL ADJACENT GRADE SECTION E CERTIFICATION WITH BASEMENT • ADJACENT :1••• GRADE • • REFERENCE LEVEL Page 2 BASE FLOOD ELEVATION A A V ZONES ZONES ZONES ON PILES, .. PIERS, OR COLUMNS' The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference Ie .elfloor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. r No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 61 -65 81 -85 6-10 Passed 26-30 Passed 46 -51 66-70 86-90 + 11 -15 Passed 31 -35 Passed 52 -55 71 -75 91 -95 16-20 Passed 36-40 Passed 56-60 76 -80 96-100 7LARA AND ASSOCIATES., INC. , Metro -Dade County Approved Testing Laboratory Lab. Certification # 98- 0116.01 PROPERTY ADDRESS: 910 NE 91 TR OWNER: Arco Const CONTRACTOR: Florida Roof Tech. ROOFING SQUARES: 31 sq TILE TYPE: Santa Fe CONTACT PERSON Yusi (786)486 -6468 Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: X FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. -1 `7---- F.F. Flaquer, P.E. P.E. #23070 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 33 TEST RESULT TABULATION "ROOFING SKETCH" 14 ttk' 5 11 14 Roofing Laboratory Testing & Research Moisture, Up -lift, Fastener Testing Complete Building & Roofing Inspections Consulting Engineers PERMIT No: BP2002 -798 PCA No: ROOF PITCH :: 3/12 INSPECTION DATE; 05/3102 TEST DATE: 06/0402 JOB NUMBER; 060902 Required Testing Force: 35 lbs. P.O. BOX 770694 Miami, FL 33177 Voice: (305) 256 -4550 Fax: 1- 866 - 333 -6988 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time t Type Insp'n ALd n Q Permit No. ' c —OC) ' ! C ) �J Name Address q / 0 t q_i___EILk_. Company d D l V Phone # For Inspec r: / 0 .... Name & Date Approv e Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B uilding Inspection Request Date 6 °l i9 "40. Time Type Insp'n Permit No. P 7Oo' 776 Name J/ /f Z Address 9/ 4 it k 9 l T-ei> Company 2 0 r ;c 4 c G[ Phone # ST 7 96 8r (! For Inspector: 6,- /2 - ®z Name & Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dates lea2 Time Type Insp'n an4 Permit No. 9 ' 2 � J p e Name 4'41 N Address 9,2 Air `` '/ Company 2r2r1 Phone # 3 z,S S , S 7 9 d- 7i For Inspector: Approved Correction Re- Insp'n Fee Date f/,r