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RF-11-2183Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166998 Permit Number: RF -11 -11 -2183 Scheduled Inspection Date: March 09, 2012 Inspector: Bruhn, Norman Owner: GOLDBERG, JONATHAN Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050090480 Building Department Comments RE -ROOF FLAT DECK WITH SEALOFLEX ROOF SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 08, 2012 For Inspections please call: (305)762 -4949 Page 10 of 31 BUILDING PERMIT APPLICATION Master Permit No. '--C - - l - 1634 - Fite 20 Permit Type: BUILDING 1ROOFING OWNER: Name (Fee Simple Titleholder): Na o Cv-c. e r Phone #: Address: S g 0 l N E V Qv e Miami Shores Village Building Department iii7 .C. 3 7 ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 97: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 11- vta3 7 City: frU a-t • stn e e $ State: (1.-- Zip: 3 ') e Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 9 C 1 ,4 C i3 A4Q- City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO 1 Zip: Flood Zone: CONTRACTOR: Company Name: A, k.,. , 1 `�.a c am-^-� Phone #: '305 - 14 P 7 .. e t0 Address: .705 G t4\, L 5-t.- City: Nl 4. 0- State: Qualifier Name: Ka-, State Certification or Registration #: Cc— C, cL- Zip: 33 (66 Phone #: 305 - 4-b� -.8 t® 0444-00 et Contact Phone #: 305 - 4`sY$ t 0 Email A DESIGNER: Architect/Engineer: N (P Certificate of Competency #: ddress: w 1 fe r ( s ? 0,11 a c) o °5 : c.a ,.�. Phone #: Value of Work for this Permit: $ � 5 0 0 Square/Linear Footage of Work: t 4-00 Type of Work: ❑Addition ❑Alteration ❑New El epair/Replace ODemolition Description of Work: s 4 d. -i'o - e c - az- ° + ********** ******** ** * **** ** * *** *** * *Fe es *** * *** * **** ante ****:x+x**** :***** ****:x**** *** ** 0 Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ . Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 5°1 (A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti .. which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no appr and a reinspection fee will be charged. Signature 0 or Agent The foregoing instrument was acknowledged before me this day of Jra , 20 12—, by "irrA. 6 RPM , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC, Sign: Print: My Commission Expires: KARI A GROPPER MY COMMISSION # EE032278 'a�.- EXPIRES October 05, 2014 * * * * * * * * * * * * * * * * * * * * *q l40 1igg.I1 FMa.i teryService.onm 'chi- �1��1-I•-t-t b- t'F.bb.�T�.mm.�+n�nn,4m>x ** Contractor The foregoing instrument was acknowledged before me this day of 201, by TheciaLL" who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: i A / Sign: Print: My Commission Ex APO Ne. No Public State of Florida Ot M Young y My Commission EE098070 +0, sely Expires 08/23/2015 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY �L Plans E)u miner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * ** Zoning Clerk 01/09/2012 12:29 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L 1001 $$$ TX REPORT * ** TRANSMISSION OK TX /RX NO 2127 RECIPIENT ADDRESS 93055949912 DESTINATION ID ST. TIME 01/09 12:29 TIME USE 00'17 PAGES SENT 1 RESULT OK Permit No: 11 -2183 Job Name: January 6, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) The fasteners specified on section C are not listed in table 2 of the product approval 2) Provide calculations per limitation #7 by a licensed roofing consultant or design professional. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -2183 Job Name: January 6, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) The fasteners specified on section C are not listed in table 2 of the product approval 2) Provide calculations per limitation #7 by a licensed roofing consultant or design professional. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FEB 9 2G12 .0•0110110 MMMMM Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. &Infirm A (General Information) 2�1t3 Master Permit No. � C_ ° `� - \ t - l 6 3 L% Contractor's Name /.11 ".e c7 ate; Job Address Sct O ( D4i \3 Av- r-Cti 213 ,ai/q j 1,L Process No. Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ New Roof Low Slope Roof Area (SF) ❑ Prescriptive BUR -RAS 150 ROOF TYPE C/ Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Sectinn R (Roof Plant) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflowscuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure, zones and location of parapets. ❑ Maintenance Total (SF) 1�4U0 al \0 Ar c_ e r 0 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer:5e- 0-l�e�e �Q�eS.1,5 Product Approval No.: al- - oZ i Z- • C�3 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - • - Pmax2: 62-' 6 Pmax3:-1 "•3 Max. Design Pressure, from the specific Product Approval system: -'C7 e5.. Deck: Type: 7(N /1/4,..)eoc� Gauge/Thickness: Slope: i ( t Anchor /Base Sheet & No. of Ply(s):t CtA S-yr Anchor/Base Sheet Fastener /Bonding Material: Insulation Base Layer: i?co\ j i c 1";-Te Base Insulation Size and Thickness: 42 *4-1 I ,S" Base Insulation Fastener /Bonding Material: Top Insulation Layer: 'p -vs. 7 €c k Top insulation Size and Thickness: ' "1-1' % " Top Insulation Fastener/Bonding Material o14 acc-L qr. 4.-r evierS w( ?1,114-0 4. Base Sheet(s) & No. of Ply(s): 5e-0J 6C-c . -F«, Base Sheet Fastener/Bonding Material: AR1g\: 0 4-o .(.- 41 Q,.aH Ply Sheet(s) & No. of Ply(s): Spa\ m1 (e ,t 1-1.%-.c Ply Sheet Fastener /Bonding Material: ,C 1. r f oaSe ,c 6?/S0.�Lf0.�.eK Coa� Top Ply: Se -0 ksd Top Ply Fastener /Bonding Material: z C a G-l-s ea 70 Z r et all v.) FLORIDA BUILDING CODE — BUILDING Surfacing: /WA Fastener Spacing for Anchor /Base Sheet Attachment: Field: % " oc @ Lap, # Rows 3 © 6 " oc Perimeter: 6 " oc @ Lap, # Rows ' @ 6 " oc Corner: ("1- " oc @ Lap, # Rows 6 @ " oc Number of Fasteners Per Insulation Board: Field ff Perimeter is Comer ` 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 - rlti C 070-a al • )PENS �7CC -iF ?oLvISO Ft • FT. Parapet Height Mean Roof Height MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sealoflex Waterproofing Systems Inc. 2516 Oscar Johnson Dr. Charleston, SC 29405• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as describes herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sealoflex Roof System over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after E. renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 05- 0906.11 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing Liquid Applied Roof Sytems Wood -85 psf See General Limitation #1 TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sealoflex Pink Sealoflex Finish CoatTM Sealoflex CT Pinkm Sealoflex CT TopTM Sealoflex FabricTM or Sealoflex Deck FabricTM Cemflex Concentrate Metal Etch PrimerTM Sealobond Primer WBTM Sealoment PIusTM Dampseal 101TM Sealoflex ButtergradeTM SealopatchTM Corabase OnepackTM Sealoflex Flashing GradeTM WearcoatTM CoraflexTM Dimensions 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gai 50# bags 1 gal. or l quart kits 1 or 5 gal. 50 Ib. bags 50# bags 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. Test Specification TAS 143 TAS 143 Proprietary Proprietary Proprietary TAS 114 Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Pro prietary Proprietary Proprietary Proprietary Product Description Base liquid coat. Top waterproofing coating. Solvent borne, foundation coat Solvent borne, single components roof coating. Non -woven polyester reinforcing fabric for use in the Sealoflex roof system. Additive used to produce Cemflex Slurry, a base liquid coat for use over concrete substrates. Primer for all unprotected metal surfaces. Primer for use over painted concrete, wood or steel, or unpainted masonry substrates. Primer for concrete or lightweight concrete Two component epoxy primer for use over concrete Trowellable waterborne paste for surfacing irregular substrates Portland cement based single component thixotropic patching and repair mortar Polymer modified portland cement powder used as a tile adhesive. Trowellable or brushable waterborne paste Liquid applied emulsion coating (available in smooth or non -skid version containing aggregate) for pedestrian traffic surfaces. Liquid applied, water dispersed, resin based coating for pedestrian traffic surfaces. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 2 of 8 APPROVED FASTENERS: Fastener Product 1. # 12 lnsulfixx S 2. Olympic HD 3. #14 Dekfast 4. #14 Roofgrip EVIDENCE SUBMITTED: Test Agency Dynatech Engineering Corp. Exterior Research & Design, LLC. Intertek Testing Services NA, Inc. Celotex Testing Center, Inc. Exterior Research & Design, LLC. PRI Asphalt Technologies TABLE 2 Description Steel, Tuff -Tite (black or purple) Carbon Steel, CR -10 or Answer Coating (black) Carbon Steel, Sentri (black) Carbonsteel, SPEX (black) or Climaseal (blue) Test Identifier 4211- 12.94 -2 4213.04.95 -1 #7050.02.96 -1 #4210.04.96 -1 #4451.11.95 -1 #4213.07.97 -1 Job No. J97017119 MTS Job No. 258211 52- 8454 -12 -1 &2 52- 8454 -15 -1 52- 8454 -16 -1 52- 8454 -17 -1 52- 0191 -3 #4213.09.00-1R 4234.05.05 4210.06.02 4234.10.05 SOF- 007 -02 -01 Dimensions #12 dia. by 8 in. (203 mm) max length #14 Heavy Duty 1 ' /4" to 14 in. (3.2 to 35.6 cm) #14 dia. by 14 in. (356 mm) max length #14 dia.by8 in.(203mm) max Length Description TAS 114 D TAS 114 H TAS 114H TAS 114H TAS 114 H TAS 114 D UL 790, ASTM E 108 TAS 143 TAS 101 TAS 101 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D6083 Manufacturer (With current NOA) SFS Intec Inc. Olympic Fasteners Contruction Fasteners ITW Buildex Inc. Date 12/18/94 04/01/95 03/01/96 05/28/96 11/14/95 07/15/97 01/12/98 05/20/98 11/24/98 02/23/99 10/25/05 05/04/05 06/17/02 10/20/05 07/14/04 NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 3 of 8 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: All layers of insulation simultaneously attached. All General and System Limitations apply. Insulation Base Layer Fastener Density ft2 Fastener Type (Optional) AC Foam II Minimum: 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation Top Layer Dens -Deck Minimum: ' /a" thick Fastener Density ft2 Fastener Type 1:1.3 See approved fasteners in table 2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Note: Insulation joints shall be sealed before membrane application. Membrane: Surfacing: Sealoflex Pink or Sealoflex CT Pink at 40 ft2 /gal followed by Sealoflex Fabric or Sealoflex Deck Fabric wita 3" overlaps followed by a saturation coat of Sealoflex Pink or Sealoflex CT Pink and, upon drying, two coats of Sealoflex Finish Coat or Sealoflex CT Top at a combined rate of 70 ft2 /gal (Optional) Apply Wearcoat at a rate of 90 ft2 /gal or Coraflex at a rate of 20 ft2 /gal. Maximum Design Pressure: -60 psf. (See General Limitaion #7) NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 7 of 8 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /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 lane] is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each s delap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation lister shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 8 of 8 ROOF COVERING SYSTEMS SEALOFLEX, INC. - Charleston, SC USA CLASS "A" Comb. Deck (AC -1) Slope: 2:12 1. Optional polyisocyanurate insulation board, any thickness, mechanically fastened. 2. Minimum 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex Pink ", applied at a coverage rate of 2.5 gaU100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN -1) Slope: 2:12 1. Polyisocyanurate insulation board, any thickness, mechanically fastened. Note: The polyisocyanurate insulation board is optional if the Sealoflex system is applied over gypsum or concrete surface. 2. Optional min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex Pink ", applied at a coverage rate of 2.5 ga1/100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN -2) Slope: 2:12 1. Minimum 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 2. * "Sealoflex Pink ", applied at a coverage rate of 2.5 gal/100 sq.ft. 3. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 4. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 ga1/100 sq.ft. Non -Comb. Deck (AN -3) Slope: 2:12 1. Optional Insulations: Manufacturer specified, certified roofing insulation. Polyisocyanurate insulation board or equivalent. 2. Optional min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex CT Pink ", applied at a coverage rate of 2.5 ga1/100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex CT Top White", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN-4) Slope: 2:12 1. Optional Insulations: Manufacturer specified, certified roofing insulation. Polyisocyanurate insulation board or equivalent. 2. Min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex CT Pink ", applied at a coverage rate of 2.5 ga1/100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex CT Top White ", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN -5) Slope: 2:12 1. Optional Insulations: Manufacturer specified, certified roofing insulation. Polyisocyanurate insulation board or equivalent. 2. * "Sealoflex CT Pink ", applied at a coverage rate of 2.5 gal/100 sq.ft. 3. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 4. * "Sealoflex CT Top White ", applied at a coverage rate of 1.43 ga1/100 sq.ft. * Manufacturer's designation Evaluated to the following... The roof covering systems in this section have been evaluated for external fire resistance Classifications A, B, C as outlined by the following test methods: ASTM -E108 - American Society for Testing & Materials 'Standard Methods of Fire Test of Roof Covering' FM -4470, Section 5.1.A - Factory Mutual 'Standard Method of Test for Fire Resistance of Roof Covering Materials' NFPA -256 - National Fire Protection 'Standard Method of Fire Tests of Roof Covering' UBC- 15 -2 -94 - Uniform Building Code 'Test Standard for Determining the Fire Retardancy of Roof Covering Materials' CAN/ULC -S 107 - Underwriters' Laboratories of Canada 'Standard Method of Tests for Fire Resistance of Roof Covering Materials' UL -790 - Underwriters' Laboratories Inc. 'Tests for Fire Resistance of Roof Covering Materials' Each system listing identifies the deck substrate as either non- combustible or combustible. Systems evaluated for combustible decks will provide the same ratings when applied over non - combustible decks.Unless otherwise noted in individual listings, combustible decks shall be sheathed with a tninimum 15/32" veneer plywood or minimum 7/16" non- veneer APA rated sheathing panel (oriented strand board panels, structural particleboard panels, composite panels or wafer -board panels) or 3/4" thick solid wood sheathing boards. The component materials of each system must be applied in the order in which they are listed. All components of the system must be listed for external fire exposure by an agency acceptable to the AHJ. Some Roof Covering Systems have been evaluated for other performance characteristics, in addition to external fire exposure. Where applicable, such additional performance characteristics are noted within the specific '.fisting. In all cases, manufacturer's instructions should be consulted for installation procedures and details not covered by these listings. Listed Materials are identified by a label or marking bearing the wording, "Listed Roofing Component ", a reference number or code and the WHI Certification Mark. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON VIE JOB SITE AT TIME OF REST INSPECTION PERMIT NO. R e . . . ({o V ( T A X F O L I O NO. i 1 -� G O - + ^ s 3 O R -0 0 STATE OF FLORIDA: COUNTY OF MIA I- DDADE. THE UNDERSIGNED hereby gives nice that improvements will be made to certain real property, and in accordartoe with Cheater 713, Fl rk% Statutes, tie following tnfOr ineti041 Is provided in this Notice eef Commencement. 111111111111111111111111111111111111111111111 CFN 2011r"+`.08310S3 OR Bk 27923 Ps 50006 (fps ) RECORDED 12/12/2011 14:02:50 HARVEY RLIVIh)t CLERK OF COURT MIAMI-DACDE COUNTY? FLORID LAST PAGE Space above reviolted bar use of recording offing 1. legal description. of property and streetraddress: rfiq 0 t C s, Are. �, r w.A..t § An.a s-2.- i j 7-1114:1. PQ sc' La r a' 2 pescription of irnp:overrrnt: 3. Dw r(s) name and address: Arlo.- S • Car o cf W k- kOittoePtri.t- 9901 N6 t3 Avt whAtr„ S S Interest 01 property: C?,.4 v^ cir FL. SS, Sr. t48me and address of fee Sir'np1e titleholder: 4. Contraclort na(ne, address and phone number. Y , 2 RE. 5. Suety: (Pkyanent band required .y owner from contractor, it any) Name. address and phone number; Amount of of bond $ 6. Lender's name and address: 7. Persons within the State of Fiends de Red by Owner upon whom notices or other documents may be served as provided by Section 713,13(1)(S)7, Florida Statutes. address and phone number. N /A- In addition to himself. Owners designates the following persons) to receive a Copy of the Ltartor's Notice as provided In Sect 3.13(1)(b), Florida Statutes. .vPians, address and phone number: ®R. Expiration date of this Notice of Commencement cj explooson tete is t yoir front i he dose of recogrog uvogie a de em,* iIolo+a 1 .AFU4tNG TO OWNER: ANY PAYMENTS WI E SY THE OWNER AFTER THE EXPIRATION OF THE NO71 OF COMME/CEMENT ARE CONSIDERED APROPER PAYMENTS uIIDER C`s#APTsci 713. PART t, SECTION 713.13. LO 1t)A STATUTES. i HD CAN RESULT IN YOUR PAYING TtMCE FOR 4PROV etENTE TO YOUR PROPERTY. A NOTICE Of COMMENCEMENT MUST BE REEL OED AND POSTED ON THE JOB SITE BEFORE THE T INSPECTION. IF YOU INTEND TO MAIN FINANCING CONSULT WITH YOUR LENDER OR ; AN ATTORNEY BEFORE COMMENCII i WORK OR RECORD, YOUR NOTICE OF commENoEmENT. Signature(s) of 0 Prepared By t Name 8 Of)ic N ( TATE OF FLORIDA UNTY OF MIAMI -DAIS foregoing inatazterient was acknowledged before me this 11- Peet ne (sY Authorized Of ficerlDtrextor/PartnerFMaraager Prepared By Print Name Tdlew tOttioe day of Pe.-c-e.M\9 2.v Loh tatty. or 0 as for Personally known, or Q produced the following type of iderutificatio Signattxe of.Notaiy Public:. Print Name. {SEAL) VERTFtCATION PURSUANT TO SECTION 92425. FLORIDA STATUTES ES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts scat , it are true. to the best of my knowledge and belief. gs. - 19,'7,41 (407) 388 -0153 en's) or Cwnertsys Authorized Officer .OirectcrrlP'artner/Marsag+er S gnetf ��tmve: BY KARI A GROPPER MY COMMISSION # EE032278 EXPIRES October 05, 2014 Floi6allor ::' r seam 12/9/2011 14:42 Lion Insurance DEIDRE- ►ALLIED ROOFING 1/1 CERTIFICATE OF LIABILITY INSURANCE Date I 12/9/2011 ducer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate Is Issued as a matter of Information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurers: insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period-indicated. Notwithstanding any requirement. term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the Insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL NSRD Type of Insurance Policy Number Policy Effective Date (MM/DDMr) Policy Expiration Date (MM/DDM() Limits GENERAL LIABILITY Commercial General Liability AM. Each Occurrence $ Damage to railed premises (EA occurrence) 8 Claims Made Occur Med Exp 8 Personal Adv Injury 1 General aggregate limit applies per: General Aggregate 1 D Policy Project ❑ LOC Products - Corrp /Op Agg 8 AUTOMOBILE LIABILITY Any Auto At Owned Autos Schediled Autos Hired Autos Non -Owned Autos Combined Single Limit (EA Accident) 8 — Bodily Injury (Per Person) 8 Bodily Injury (Per Accident) Property Damage (Per Accident) $ EXCESS /UMBRELLA LIABILITY ❑ Claims Made Deductible Each Occurrence IOccur Aggregate A Workers Compensation and Employers' Liability Any proprietor/partner /executive officer /member excluded? If Yes, describe under special provisions below. WC 71949 01/01/2011 01/01/2012 X I WC Stetu- tots Limits I I OTH- ER E.L. Each Accident - 11.000.000 E.L. Disease - Ea Employee 81,000,000 E.L. Disease- Policy Limits 11,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations /LocatlonsNehicles/Excluslons added by Endorsement/Speclal Provisions: Client ID: 31-66 -484 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Allied Roofing Industries Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: ISSUE 12 -09-11 (SS) Begin Date: 11/7/2011 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES BUILDING & ZONING DEPART 10050 NE 2 AVE MIAMI SHORES, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. (1.4.7e12,04/77.4...*-- Miami Shores Village ),41 1 _ Building Department I �� -�� ��� '1 ��'���� -y �' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 2— Tel: (305) 795.2204 Fax: (305) 756.8972 ' n 6 I t1A 9(LO INSPECTION'S PHONE NUMBER: (305) 762.4949 UILDING Permit No. RFII---2-1 (�J ImommE NOV 2 2 2611 T B Y: PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING t OWNER: Name (Fee Simple Titleholder): ADAw 4AOPr44. Master Permit Nog e-9 -11 ' / 6 V( Phone #: 3oc•Cog-' Y90/ Address: 994? /Uk. /1 ®./%. City: /t'l/fr,.,1 Sy4,1t,44 State: /2- Zip: 33/3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ?'D/ Aix 13 ,4v City: Miami Shores County: Miami Dade Zip: 33 13 6 Folio/Parcel #: % 1 « 3Z-05 — OCA - C314-80 Is the Building Historically Designated: Yes NO 1/ Flood Zone: CONTRACTOR: Company Name: M % e-6 2 e,c) L : d. cs, Phone #: 305- - 1-171-11. • 4-81 O Address: V C> , 1 (.. ( c 3 5 3 City: frk o- &t State: Cd.- zip: '331 Cab Qualifier Name: 1 ' - ) s , <- 4 - % . 0 . . . ‘ y - c..4- c....0.., Phone#: 1.5 - al a 614 5 State Certification or Registration #: C. -C.C._ Ot-t 4 0 01 Certificate of Competency #: Contact Phone #: 5 U S - '3" ca S - 3 t e 4 Email Address: 1::(1-C fa cia 0, 1 ®e c: ry c, ,....-e) - co rr-A DESIGNER: Architect/Engineer: /44 f A Phone #: Value of Work for this Permit: $ ', 700 Square/Linear' Footage of Work: 0 P 4+0 0 IT ft Type of Work: DAddition OAlteration New 26epair/Replace DDemolition Description of Work: 2 G_ - 2...4 t l ca # de- k via' 4-h 'S ex,' oC9 sv , ***+ x***+ x+ x* ******* **** ***+x**+xa:*+x********Fe +x ��x �x *�xa�+n�x**** * *** +** ** * *** ****�x *a�x��x�x.n�x*** Submittal Fee $ Permit Fee $ 375 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ `� Bonding Company's Name (if applicable) 14 ilk Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N ( A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o curs seven (7) days ' fter the building permit is issued. In the absence of such posted notice, the inspection will not be aj i over and a reinspe fee will be charged. Signature O er or Agent The foregoing instrument was acknowledged before me this 14' day of f1 et' , 20 it , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUb,., KARI A DROPPER MY COMMISSION # EE032278 EXPIRES October 05, 2014 ormarooiary5n,v, • .Wn, Si P� xint: 07) 398.0153 My Commission Expires: Contra. or The foregoing instrument was acknowledged before me this 14- day of 14 c' ,201 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTAR ' KARI ' OROPP!R • c MY . MISSION # EE032278 Si ,�fl�ri''' EXPIRES October 05, 2014 98 -0153 F orldallota rvke.eom nt. < My Commission Expires: **+x+i *** ******** * **+x**** **** * ** **** * * * **+> ************* **+x+x*+x+r+x+x+x+x+r,**** * * ** x** * * *** * * **** *may *+x+x*+x*** * ****** ** APPROVED BY .1;16' 7 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Mi' MIAMI DADS COTYr �I�TAX COLLECTOR UN;; s n r I11 X40 Wa FLAR ST 1st FLOOR GLE '1111 PAYMENT F 143422 -4 BUSINESS NAME / LOCATION ALLIED ROOFING INDUSTRIES INC MARCIAL I GARCIA /QUALIFIER 7050 NW 42 ST 33166 UNIN DADE COUNTY OWNER ALLIED ROOFING INDUSTRIES INC Sec. Type of Business 196 SPECIALTY BUILDING THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. OCAL BUSINESS TAX RECEIPT . IAMI DADE,COUNTY'- STA`f sOFIFLORIDA` �1 EXPIRES SEPT. 30, 012 ` 'f I r UST BE.DISPLAYED AT PLAC OE BUSINESS N e OU "�QD GH �1t IB V. •.kr wxt,�P THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 143422-4 CC # 000016268 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/26/2011 02220016001 000082.50 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 WORKER /S CONTRACTOR 10 DO NOT FORWARD ALLIED ROOFING INDUSTRIES INC MARCIAL I GARCIA /QUALIFIER ANN MARIE FORMEL ADMINISTRATOR PO BOX 669353 MIAMI FL 33166 1,.11. „11,,,,11,11„ 1111, 1 .1.,.I,.I,,11,,,,11,1,1.,,11 „F1 Z1 ALLIROO -01 MATERAT A °R °g CERTIFICATE OF LIABILITY INSURANCE °A� 22/2011 11/22/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Insurance Office of America, Inc. P.O. Box 162207 Altamonte Springs, FL 32716 4207 CONTACT NAME: PHONE (800) 2434899 F0'X (407) 788 -7933 IA/C. No. Ext): (A/C, No): ( ) ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Crum & Forster Specialty Insurance Company 44520 INSURED Allied Roofing Industries, Inc. 7050 Northwest 42nd Street Miami, FL 33166 INSURER B : Chartis Specialty Ins Co 26883 INSURER C: 5/25/2012 INSURER D : $ 1,000,000 INSURER E : $ 50,000 � INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR SSR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY GL0211718 5/2512011 5/25/2012 EACH OCCURRENCE $ 1,000,000 PREMISEDAMAGE TO S (Ea RENTED occurrence) $ 50,000 � CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 0 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE POLICY X LIMIT APPLIES JECOT- PER: LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA EXCESSUAB X OCCUR CLAIMS -MADE BE034233359 5/25/2011 5/25/2012 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 DED X RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y 1 N N I A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, I more space Is required) Per project Aggregate limit applies to designated projects where required by written contract. Aggregate limit for all projects combined Is $5,000,000. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. IMiaml Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GARCIA, MARCIAL ISIDORO ALLIED ROOFING INDUSTRIES INC POST OFFICE BOX 669353 MIAMI FL 33166 -6823 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE Permit No: 11 -2183 Job Name: November 28, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide a substantial improvement verification worksheet. This is to identfy the value of improvements to the value of the house. 2) Provide a roof attachment mitigation permit from a licensed contractor with details from a n architect or engineer. 3) Provide the fire directory listing page. 4) Section C is incomplete. Provide the fastener spacing for the anchor /base sheet. 5) Provide calculations per limitation #7 by a licensed roofing consultant or design professional. 6) Section C shows a parapet but the plans do not address the method of roofing. Parapets 8" or Tess in height must have a cap. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 A>x : c -s qH M 1721 IT, 13 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: f rwrr , orriSot PERMIT # l i • i/ • f • ?1 W 3 ADDRESS: 990 / ,tie / 3 A . /y%/li.+/ S.roRrs 1 3/3 FOLIO NUMBER: //.32.0.5. -c.o.? • 0 Y9 O FLOOD ZONE: L'Z- BASE FLOOD ELEVATION: it FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): kg; elis COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) Or a 500 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):1 / Sj Sow VALUE OF PRINCIPAL STRUC attach appraisal): 514 9'71 OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 Miami -Dade My Home My Home Show Me: Search By: 0 Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: ACTIVE COOL. OOMIN Folio No.: 11- 3205- 009 -0480 Property: 9901 NE 13 AVE Mailing 'ADAM Address: S GROPPER KARI A GROPPER 9901 NE 13 AVE MIAMI SHORES FL 33138- Property Information: Primary Zone: 1700 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 4,767 Lot Size: 14,023.50 SQ FT Year Built: 1955 Legal Description: EARLETON SHORES PB 43 -80 LOT 3 BLK 4 LOT SIZE 93.490 X 150 OR 19584 -2719 03 2001 1 OR 27720 -2565 0511 01 Assessment Information: Year: 2011 2010 Land Value: $804,386 $846,878 Building Value: ' $599,344 $602,730 Market Value: $1,403,730 $1,449,608 Assessed Value: $881,082 $868,062 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead YES YES Widow: $500 $500 013©© ®13 Aerial Photography - 2009 My Home 1 Prope t nformation 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Jiome 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 29 ft ou experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmpster. Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,500/$830,582 $50,500/$817,562 County: $50,500/$830,582 $50,500/$817,562 City: $50,500/$830,582 $50,500/$817,562 School $25,500/$855,582 $25,500/$842,562 Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /propmap.asp[10 /10/2011 10:40:18 AM] Legend Property OAP Boundary Selected Property .,/ Street Highway Miami - Dade County ® Water 11/29/2011 12:42 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES fJ 0 01 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2000 RECIPIENT ADDRESS 93055949912 DESTINATION ID ST. TIME 11/29 12:42 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit No: 11 -2183 Job Name: November 28, 2011 Miami Shores Vuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide a substantial improvement verification worksheet. This is to identfy the value of improvements to the value of the house. 2) Provide a roof attachment mitigation permit from a licensed contractor with details from a n architect or engineer. 3) Provide the fire directory listing page. 4) Section C is incomplete. Provide the fastener spacing for the anchalbase sheet. 5) Provide calculations per limitation #7 by a licensed roofing consultant or design professional. 6) Section C shows a parapet but the plans do not address the method of roofing. Parapets 8" or Tess in height must have a cap. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �A C: Li --94) 12_ DOMINION BUILDERS_ LLC 49,42 LeJeune Road Suite 203, `oes O ce 305-661-2700 (2)04,57,f4,1K88 ww.dominionbuild ootn. December 1, 2011 Mr. Norman Bruhn CBO Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Roofing Permit # 11 -2183 9901 NE 13 Avenue Miami Shores, FL 33138 Dear Mr. Bruhn: Subject to your review of the roofing permit application referenced above, you have requested submission for a roof attachment mitigation permit. As the General Building Contractor for the project, Dominion Builders, LLC agrees to comply with this requirement under the Master Building Permit RC-11- 1634. Kindly release the roofing contractor from this requirement based upon this letter. Feel free to contact me directly with any questions or additional requirements. Sincerely rk mignani Pres -'nt AMERICAN INDIAN OWNED SMALL DISADVANTAGED BUSINESS LICENSE is CGC1518478 CAGE CODE: 591C1-14 NAICS CODES: 238115 238118 238118 238210 238220 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES fly n, ATE Florida Building Code Edition 200' ,- High- Velocity Hurricane Zone UnNorm Permit Application Form. Section A (General Informationk Master Penult No. Re._ - t 1 - t 63 L Contractor's Name f\ e-ci 00�.. Job Address qli ®1, NE 13 Aqe. ir:J= !IrH. L77_E_PL Process No. d Low Slope , —J v; \ i. D Asphaltic ' Shingles \' , 0 ! Ne* Roof iReroofing ❑ Recovering ROOF SYSTEM Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) I, 400 ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) 1, 4-00 SeCtinn B (Rnnf 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. 10 1- P-04 C 0' 1 N 0 r nr cI 4- 1 cl FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: a e -cokck‘■ e.�c 51 s�•-s SYVC Product Approval No.: O - 02_0 2- . 03 Ver Oroa�• Design Wind Pressures, From RAS 128 or Calculations: Pmax1:- a- Pmax2: -82-• G Pmax3:-0 .3 Max. Design Pressure, from the specific Product Approval system: - Go e s-C, Deck: Type: N'0j vs ac. Gauge/Thickness: 5/6 u Slope: 0 if 4-8 t 2 Anchor /Base Sheet & No. of Piy(s):iec `]5 Anchor /Base Sheet Fastener /Bonding Material: oo c e_ a • •••. o S Insulation Base Layer:.74)e,.n.1 �e -C.tc- Y Base Insulation Size and Thickness: (-t +-i Base Insulation Fastener/ Bonding Material: \Y ok A s Top Insulation Layer: 0o...t e- 0 \ ;-S o Top Insulation Size and Thickness: 0. S ' 'k t-�-Y Top Insulati n Fastener /Boning Material: o-'t� AsON. Base Sheet(s) & No. of Ply(s) :Ce,Ao \ e,c ?� Base She t Fastener /Bonding Mate al: Ano1,2 ca t o SN- L cicktioi• Ply Sheet(s) & No. of Ply(s): S l /Ply Sheet Fastener /Bonding°'Material: 1 _l/� 1' LoQS� LO.LJ w/ 7A�4 L^R/ Coo), C.0 Top Ply: Se w `e t'..,. Top Ply Fast ner /Bonding Material: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: t� " oc @ Lap, # Rows 5 @ 6 " oc Perimeter: t " oc @ Lap, # Rows Le @ 6 " oc Comer: Lt. " oc @ Lap, # Rows 6 @ Li' " 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 S k es.c.=4. g _Cis-I.. , - C.v cr-F C a sw wf JA�4J7ATlE"✓'� A 00a %e ck \► 3 x3 FT r2( Parapet] Height Mean Roof Height A€ -Vo.\ 1L.S iala:tr tr 7e ck, i-L4- Mogfx-`) It.5 %', 1404' /410,4 -a� SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. A • G Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. A • CI Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. A • G1 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 to be performed. 4. A. Cc Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. A. 6 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. A . Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. A . CT Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. I ay be beneficial to consider a. ditional venting which can result in extendi • the se 'ce life of the .i%/ Owner /Aort's Signature Date Revised on 7/9/2009 LD Contractor • nature Date MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sealoflex Waterproofing Systems Inc. 2516 Oscar Johnson Dr. Charleston, SC 29405. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sealoflex Roof System over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 05- 0906.11 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing Liquid Applied Roof Sytems Wood -85 psf See General Limitation #1 TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sealoflex Pink® Sealoflex Finish CoatTM Sealoflex CT PinkTM Sealoflex CT TopTM Sealoflex FabricTM or Sealoflex Deck FabricTM Cemflex Concentrate Metal Etch Primer" Sealobond Primer WBTM Sealoment PIusTM Dampseal 101TM Sealoflex ButtergradeTM SealopatchTM Corabase OnepackTM Sealoflex Flashing GradeTM WearcoatTM CoraflexTM Dimensions 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. Test Specification TAS 143 TAS 143 Proprietary Proprietary Proprietary TAS 114 1 or 5 gal. Proprietary 1 or 5 gal Proprietary 50# bags 1 gal. or 1 quart kits 1 or 5 gal. 50 lb. bags 50# bags 1 or 5 gal. 1 or 5 gal. 1 or 5 gal. Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Product Description Base liquid coat. Top waterproofing coating. Solvent borne, foundation coat Solvent borne, single components roof coating. Non -woven polyester reinforcing fabric for use in the Sealoflex roof system. Additive used to produce Cemflex Slurry, abase liquid coat for use over concrete substrates. Primer for all unprotected metal surfaces. Primer for use over painted concrete, wood or steel, or unpainted masonry substrates. Primer for concrete or lightweight concrete Two component epoxy primer for use over concrete Trowellable waterborne paste for surfacing irregular substrates Portland cement based single component thixotropic patching and repair mortar Polymer modified portland cement powder used as a tile adhesive. Trowellable or brushable waterborne paste Liquid applied emulsion coating (available in smooth or non -skid version containing aggregate) for pedestrian traffic surfaces. Liquid applied, water dispursed, resin based coating for pedestrian traffic surfaces. NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 2 of 8 APPROVED FASTENERS: Fastener Product 1. # 12 Insulfixx S 2. Olympic HD 3. #14 Dekfast 4. #14 Roofgrip EVIDENCE SUBMITTED: Test Agency Dynatech Engineering Corp. Exterior Research & Design, LLC. Intertek Testing Services NA, Inc. Celotex Testing Center, Inc. Exterior Research & Design, LLC. PRI Asphalt Technologies TABLE 2 Description Steel, Tuff -Tite (black or purple) Carbon Steel, CR -10 or Answer Coating (black) Carbon Steel, Sentri (black) Carbonsteel, SPEX (black) or Climaseal (blue) Test Identifier 4211 - 12.94 -2 4213.04.95 -1 #7050.02.96 -1 #4210.04.96 -1 #4451.11.95 -1 #4213.07.97 -1 Job No. 397017119 MTS Job No. 258211 52- 8454 -12 -1 &2 52- 8454 -15 -1 52- 8454 -16 -1 52- 8454 -17 -1 52- 0191 -3 #4213.09.00 -1R 4234.05.05 4210.06.02 4234.10.05 SOF- 007 -02 -01 Dimensions #12 dia. by 8 in. (203 nun) max length #14 Heavy Duty 1 1/4" to 14 in. (3.2 to 35.6 cm) #14 dia. by 14 in. (356 mm) max length #14 dia. by 8 in.(203mm) max length Description TAS 114 D TAS 114 H TAS 1141.1 TAS 114H TAS 114 H TAS 114 D UL790, ASTM E 108 TAS 143 TAS 101 TAS 101 TAS 114 TAS 114 TAS 114 TAS 1 ] 4 ASTM D6083 Manufacturer (With current NOA) SFS Intec Inc. Olympic Fasteners Contruction Fasteners ITW Buildex Inc. Date 12/18/94 04/01/95 03/01/96 05/28/96 11/14/95 07/15/97 01/12/98 05/20/98 11/24/98 02/23/99 10/25/05 05/04/05 06/17/02 10/20/05 07/14/04 NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 3 of 8 APPROVED ASSEMBT ;MS : Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): All layers of insulation are adhered to a mechanically attached anchor sheet. Sealoflex System applied. All General and System Limitations Apply One Layer of the following insulation. Insulation Fasteners Fastener Insulation Layer (Table 3) Density /ft2 DensDeck or PermaBase N/A N/A Minimum'' 'A" thick Note: All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT range at a rate of 20 -40 lbs /100 ft2 or '/4" to 1" diameter beads of Insta -Stik Roofing Adhesive spaced 6" o.c. or 3" to 31/4" wide ribbons of TITESET Roofing Adhesive spaced 6" o.c. Insta-Stik beads or TITESET ribbons shall be placed atop anchor sheet fastener rows. Refer to Roofing Application Standard RAS 117 for insulation attachment. Anchor Sheet: Fastening Options: Membrane: Surfacing: Maximum Design Pressure: PermaPly 28, GAFGLAS #75, Sopra -G or other Miami -Dadc Approved ASTM D4601, type 11 sheet mechanically fastened to the deck as described below: Anchor sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the lap and 6" o.c. in three equally spaced rows in the field of the sheet. Sealoflex Pink or Sealoflex CT Pink at 40 ft2 /gal followed by Sealoflex Fabric or Sealoflex Deck Fabric with 3" overlaps followed by a saturation coat of Sealoflex Pink or Sealoflex CT Pink and, upon drying, two coats of Sealoflex Finish Coat or Sealoflex CT Top at a combined rate of 70 ft2 /gal. (Optional) Apply Wearcoat at a rate of 90 ft2 /gal or Coraflex at a rate of 20 ft2 /gal. -60.0 psf (See General Limitation #7) NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 4 of 8 WOOD DECK SYSTEM LIMITATIONS: . A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIIVIITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 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 less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07- 0212.03 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 8 of 8 ROOF COVERING SYSTEMS SEALOFLEX, INC. - Charleston, SC USA CLASS "A" Comb. Deck (AC -1) Slope: 2:12 1. Optional polyisocyanurate insulation board, any thickness, mechanically fastened. 2. Minimum 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex Pink ", applied at a coverage rate of 2.5 gal/100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN -1) Slope: 2:12 1. Polyisocyanurate insulation board, any thickness, mechanically fastened. Note: The polyisocyanurate insulation board is optional if the Sealoflex system is applied over gypsum or concrete surface. 2. Optional min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. * "Sealoflex Pink ", applied at a coverage rate of 2.5 ga1/100 sq.ft. 4. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 5. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 gal/100 sq.ft. Non -Comb. Deck (AN -2) Slope: 2:12 1. Minimum 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 2. * "Sealoflex Pink ", applied at a coverage rate of 2.5 gal/100 sq.ft. 3. * "Sealoflex Fabric ", imbedded per manufacturer's instruction. 4. * "Sealoflex Finish Coat ", applied at a coverage rate of 1.43 ga1/100 sq.ft. Evaluated to the following.:. The roof covering systems in this section have been evaluated for external fire resistance Classifications A, B, C as outlined by the following test methods: ASTM-E108 - American Society for Testing & Materials 'Standard Methods of Fire Test of Roof Covering' FM -4470, Section 5.1.A - Factory Mutual 'Standard Method of Test for Fire Resistance of Roof Covering Materials' NFPA -256 - National Fire Protection 'Standard Method of Fire Tests of Roof Covering' UBC- 15 -2 -94 - Uniform Building Code 'Test Standard for Determining the Fire Retardancy of Roof Covering Materials' CAN/ULC -S 107 - Underwriters' Laboratories of Canada 'Standard Method of Tests for Fire Resistance of Roof Covering Materials' UL -790 - Underwriters' Laboratories Inc. 'Tests for Fire Resistance of Roof Covering Materials' Each system listing identifies the deck substrate as either non- combustible or combustible. Systems evaluated for combustible decks will provide the same ratings when applied over non - combustible decks.Unless otherwise noted in individual listings, combustible decks shall be sheathed with a minimum 15/32" veneer plywood or minimum 7/16" non- veneer APA rated sheathing panel (oriented strand board panels, structural particleboard panels, composite panels or wafer -board panels) or 3/4" thick solid wood sheathing boards. The component materials of each system must be applied in the order in which they are listed. All components of the system must be listed for external fire exposure by an agency acceptable to the AHJ. Some Roof Covering Systems have been evaluated for other performance characteristics, in addition to external fire exposure. Where applicable, such additional performance characteristics are noted within the specific listing. In all cases, manufacturer's instructions should be consulted for installation procedures and details not covered by these listings. Listed Materials are identified by a label or marking bearing the wording, "Listed Roofing Component ", a reference number or code and the WHI Certification Mark. Cordially A -1 Engineering Inspection Services, Inc 7066 SW 44t Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786- 800 -2627 FASTENERS CALCULATIONS ALLIED ROOFING 9901 N 13 AV RE !: RT d CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 -800 -2627 Al ENGINEERING INSPECTION SERVICES INC 7066 SW 44 ST MIAMI, FL 33155 PH: 786 - 398 -9179 FAX 305 -485 -9011 LAB CERTIFICATION No. 10- 0512 -01 December 5, 2011 CONTRACTOR ALLIED ROOFING JOB ADDRESS 9901 NE 13 AV Description Flat Roof Roof Mean Heght: NOA No: LOW PITCH ROOFS FASTENERS CALCULATIONS 12' 07- 0212.03 Roof System Manufacturer: Deck Type: WOOD BaseSheet & Fastener Type: Ply Sheet & Method Type: Roof Area = 1403 f SEALOFLEX ROOFING SYSTEM BASE #75 SEALOFLEX ROOFING SYS'I EM Al ENGINEERING: 7066 SW 44 MIAMI, FL 331 Maximum Design Preassure from the specific NOA: -60 psf Scope of Activity & Findings: - Minimum Design Wind Uplift Preassure from Wind Load Calculations: (See Attach) Field = Perimeter = Corner = - 46.46 psf @6 in o/c on laps and - 77.96 psf @ 6 in o/c on laps and - 117.34 psf @ 4 in o/c on laps and Net width(ft)= Nw = (36in - 4in) Nw = 12 in Net length (ft) N1:= (100) N1= Nw Rs = 10.7 in Number of fastener per square Side laps row = Center row = equal rows equal rows equal rows 2.67 ft 6 6 4 37.5 ft (to make one square) space = 6 N1 =1 Nc =2 fl: = 1 1B * Ln fl= 75.00 fasteners /sq pace fc:= f 1 * space Total = fl + fc Ft12 x per fasteners FT:= 100 Total - Nc fc= 150.00 fasteners /sq Total = 225.00 fasteners /sq FT= 0.44 Fy= 60 * FT Fy = 26.67 lbf Al ENGINEERING INSPECTION SERVICES INC 7066 SW 44 ST MIAMI, FL 33155 PH: 786- 398 -9179 FAX 305 -485 -9011 LAB CERTIFICATION No. 10- 0512 -01 General Equation: FS =Fy x 144/P x Rs Results: Field Area= fa:= Fy * 144 (Field * 10.7 * -1) fa= 7.7 in fa > 6 oc/ ok (P1) Perimeter Area= fa= Fy * 144 * 2 fa= 9.2 in Corner Area= fa= Fy (Perimeter * 10.7 * -1) fa > 6 oc/ ok (P2) 144 * 2 (Comer * 10.7 * -1) fa= 6.1 in > fa > 4 oc/ ok (P3) Al ENGINEERING CES 7066 SW 44 MIAMI, FL 331 A -1 Engineering Inspection Services, Inc 7066 SW 44P Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305-485-9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512.01 ASCE 7 -05 Date : 12/3/2011 Project No. : 213001 = Building Company Name : ALLIED ROOFING Designed By : JCM = Address • = No Description : CALCULATIONS City : MIAMI Customer Name : WALTER State : FLA Proj Location : 9901 NE 13 AV Detailed Wind Load Design(Method 2) per ASCE 7 -05 Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 12.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1404.00 ft ^2 Bldg Length Along Ridge = 27.00 ft Bldg Width Across Ridge= 52.00 ft Al ENGINEERING SEPVrCE • 7066SW44ST MIAMI, FL 331 7066 SW 44th Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 305- 485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44P Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 305- 485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512.01 ASCE 7 -05 Date : 12/3/2011 Project No. : 213001 Company Name : ALLIED ROOFING Designed By : JCM Address • Max P Description : CALCULATIONS City : MIAMI Customer Name : WALTER State : FLA Proj Location : 9901 NE 13 AV 2 1 4r 2 3 2 2 r Gable Roof 0 - = 7 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf FIELD 3.00 3.00 9.0 1 0.30 -1.00 18.90 -46.46 PERIMETER 3.00 3.00 9.0 2 0.30 -1.80 18.90 -77.96 CORNER 3.00 3.00 9.0 3 0.30 -2.80 18.90 - 117.34 Al ENGINEERING SE I VICES 7066 SW 44 MIAMI, FL 331 7066 SW 44th Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 305 -485 -9011