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RF-09-1115 Inspection Worksheet ` Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123645 Permit Number: RF -7 -09 -1115 Scheduled Inspection Date: September 30, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: SOLARGUARD ROOFING INC. Building Department Comments REMOVE EXISTING TILE AND UNDERLAYMENT. INSTALL NEW DECK ARMOR AND COLOR THRU TILE WORK WILL BE PERFORMED ST SAGE HALL Inspector Comments Passed QQ CREATED AS REINSPECTION FOR INSP- 118585. Uplift test required NB l Cr Failed Correction /_/71 A -e l wa 4 W Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cen+^mkn 90 inno For Inspections please call: (305)762 -4949 r ~` Ce BB Engineering & Testing Co. 7450 Giffin Road, Suite 140, Davie, FL 33314 Phone. (954)581 -7115, Fax. (954)581 -2415 www.cebb.net September 29, 2009 To: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Roof Tile Uplift Test Report Test Date: September 28, 2009 Permit #: RF -7 -09 -1115 Address: Sage Hall Building 11300 NE 2 d Avenue, Miami Shores, FL Contractor: Solarguard Roofing, Inc. Roof Pitch: 4:12 Attachment method: Two Component Polyurethane Foam Adhesive — Pol Pro AH 160 (NOA 06- 0201.02) Tile Type: Hanson Roof Tile Device Used: "IMADA DPS 110" force gauge Serial # 155879E Sloped Roof Area: 70.00 squares All Testing is in strict accordance with the Florida Building Code, 2007 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Roof Area: 70.00 squares Total Number of Tests Number of tests Passed % Passed % Failed Field Area 1): 40.00 squares 73 73 100.00% 0.00% Perimeter Area (2): 30.00 squares 30 30 100.00% 0.00% No. of Corner Areas (3): 4 4 4 100.00% 0.00% Ridge/Hip Areas: 178 pcs 13 13 100.00% 0.00% Based upon the field tests, I certify that the static uplift tests "PASSED" the testing criteria and DOES meet the attachment resistance for Adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, CeBB Engineering & Testing Co. (NO/A. 08- - 0924:12 - revises NOA 07- 1002.07) 09/29/2009 Eduard C. B , P.E. Fla. Reg. -No. 997 Cc: Solarguard Roofing, Inc. Enc. Location Sketch Calibration Certificate ti HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up-lift test. T — Tested files and Passed; Total Area: 70.00 squares No. of tested Tiles: F — Tested tiles and Failed; - Field Area (1): 40.00 squares - Field Area: 73 M — Missing Tiles; - Perimeter Area (2): 30.00 squares - Perimeter Area: 30 - No. of Comer area (3): 4 - Comer areas: 4 -Ridge/hip areas: 178 pcs - Ridge/Hip areas: 13 4— J J 1 - 1 41- JA V-111 J­. J- -IT J ... ......... .. .. .. 2 J !J - - 3. .... ... ... .r__ �.�� ...Y,..,,.¢....�.. . �,.•....,,.,a_ .�. € 44 co �.k . ..... ..... Ki w. -4- _4 j A F, T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J - 77 V: MA FT J TAS 106 TESTS LOCATION SKETCH Permit # RF-7-09-1115 Sage Hall Building 11300 NE 2 Avenue Miami Shores, FL METALLURGICAL, I . Testing & Consulting Services 2870 Stirling Road • Hollywood, FL 33020 -1199 • (954) 889 -0089 CEBB Engineering & Testing Co. February 27, 2009 Purchase Order No. Verbal QCM Job No. 9BM -143 CALIBRATION CERTIFICATE IMADA Digital Force Gauge 0-110 S/N 155879E Standard Lb's Instrument Reads Lb's T1.0 -.9 T5.0 -4.9 T10.0 -99 T20.0 -199 T40.0 -39.9 T60.0 -60.0 T80.0 -80.0 T100.0 -100.0 CLO 1.0 C5.0 5.0 C10.0 10.0 020.0 20.1 C40.0 40.2 C60.0 60.3 C80.0 80.3 C100.0 100.4 Digital Force Gauge is within -11.0 Lb's. T= Tension, 0= Compression Calibrated with Instron Tensile Machine, Load Cell. SIN 936, QCM -414, 2 pieces. Range 0 -1000 Ws.. Accuracy at #1.0 %. N.I.S.T. # Certs 430303, 30304. Date 7/22/2008 - 7/22/2009. Calibrated I.A.W. ANSIINCSL Z540 -1 The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published specifications. Environmental Condition:70 0 F ±3 °F, approx. 50% RH. Calibration Date= 2/27/2009 N.Cetallurgical, Calibration Due = 2/27/2010 Inc. Fax (954) 241 -5890 Lnriall: f9rateftaytetcorn Inspection Worksheet Miami Shores Village * " 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 125734 Permit Number: WS -8 -09 -1438 Scheduled Inspection Date: September 30, 2009 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: THOMAS, MARIE Work Classification: Window /Door Replacement Job Address: 470 NE 103 Street Miami Shores, FL 33138 -2457 Phone Number Parcel Number 113206017072 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments REPLACE 2 IMPACT WINDOWS Inspector Comments Passed Jiyll Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnn♦nmhnr , ) o )nno For Inspections please call: (305)762 -4949 Dann o of, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 125765 Permit Number: REOC -9 -09 -1599 Scheduled Inspection Date: September 30, 2009 Permit Type: Re- Occupancy Inspector: Bruhn, Norman Inspection Type: Re Occupancy Owner: KERSCH, PAUL Work Classification: Re- Occupancy Job Address: 665 NE 97 Street Miami Shores, FL Phone Number 3051758 -9375 Parcel Number 113206017191 Project: <NONE> Contractor: Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnntnmhnr , 2a 2nno For Inspections please call: (305)762 -4949 Dn. 4 n ^f vi Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120853 P ermit Number: RF -7 -09 -1285 Scheduled Inspection Date: September 30, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: HARRIS, SANDRA Work Classification: Repair Roof Job Address: 945 NE 98 Street Miami Shores, FL Phone Number Parcel Number 113206014345 Project: <NONE> Contractor: DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments REPAIR LEAK AT BACK DOOR BY GARAGE REPAIR LEAK AT BACK EASTSIDE VALLEY REPAIR LEAK AT FRONT EAST VALEY Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnnf -. th r , ) o onno For Inspections please call: (305)762 -4949 Deno 4 of 14 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 120345 Permit Number: RF -7 -09 -1115 Scheduled Inspection Date: August 07, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tin Cap Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: SOLARGUARD ROOFING INC. Building Department Comments REMOVE EXISTING TILE AND UNDERLAYMENT. Infraction Passed Comments INSTALL NEW DECK ARMOR AND COLOR THRU TILE TIN CAP SPACEING False WORK WILL BE PERFORMED ST SAGE HALL Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 118582. Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A „„ na ' )nno For Inspections please call: (305)762 -4949 M 1 A M t DAt)E MIAMI -DADE COUNTY, FLORIDA. - METRO -DADS FLAGLER BUILDING BUIIAING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) Active Ventilation Products 85 Clinton Street Newburg, NY 12550 -3504 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 AM 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, including the High Velocity Hurricane Zane. DESCRIPTION: Aura -D Ventilator 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. AD : 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 of its distributors j and shall be available for inspection at the job site at the request of the Building Official. This new consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga, RRC. ;t NOA No.: 040622.03 m Eq*atbn Date:. 08/05/09 Approval Dater 08/N104 Page 1 of 3 ROOFING COMPONENT APPROVAL Ca o : Roofing Sub- Cateaor : 07720 Ventilation des, Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification wA o Aura D (AV -24) Vent Vent : 28" dia. x 10" high TAS 100(A) Factory assembled 24" Deck Flange: 30" x 30" x 6-W' opening aluminum static All parts 0.40" thick ventilation system. EVIDENCE SUBN rrm Test Agency Test Identifier Description Date PRI Asphalt Technologies, Inc. AVP- 005 -02 -01 TAS 100 09/24/03 APPROVED ASSEMBLY: System Type A: Mechanical attachment of static vent over composite shingles. Cutout: At chosen location and centered between two roof rafters and aligned a minimum of 18" from the ridge, cut a 24" diameter hole through shingles and sheathing boards. Installation: Starting with a shingle course down roof edge closest to horizontal centerline of the 24" cutout, roll all : shingles in the area carefully upward, and completely remove all shingle nails that are exposed and within the area enclosed by the flange. Apply 3 1 continuous bead. of approved roofing cement around the outside perimeter of the opening and two / beads of roofing cement beneath .the vent flange at 1 and 2" respectively from the perimeter of vent flange, carefully slide upper half of flashing up roof beneath shingles previously rolled back, until base is centered over 24" cutout. Secure the base unit to roof using 11 ga. ring shank nails 1" from the edge at all four comers. Next place nails at approximately 7" o.c. from the corners and 1" from the outside edge of the flange. Use a.mininnun of (16) sixteen nails (See Fastening Pattern below). Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 3 / 1 6 . Apply approved roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Seal all nails and shingles edges with an approved roofing cement. Net Free Area: Refer to manufacturers published literature. NOA No.: 04. 0622.03 a Expiration Dater 0&45/09 Approval Date: MM104 . Page 2 of 3 Limrm 1. Refer to applicable Building Codes for required ventilation. 2. Aura -D (AV -24) Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. AuraD (AV -24) Vent Vent shall not be installed on roof mean heights greater than 33 feet. 5. Aura -D (AV -24) Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. DETAIL I e7 ;t Art 8 � A " a r Aura D Vent END OF THIS ACCEPTANCE NOA No.: 04- 0622.03 EsAmtlOn Date:. 0&W/09 Approval Date: OW/04 Page 3 of 3 s Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 3313"000 P Phone: (305)795 -2204 x � 0 Expiration: 010612010 erg y- Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 62,000.00 SOLARGUARD ROOFING INC Total Sq Feet: 11000 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU TILE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $37.20 RF 7 -09 -35307 $ 574.10 $50.00 Education Surcharge $12.40 = - ? Permit Fee - New Roof $500.00 RF -7 -09 -35307 $ 574.10 $ 574.10 $ 0.00 Scanning Fee $12.00 Check #: 1046 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1 2.50 Total: $574.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Julv 15, 2009 1 - 0110109 Miami Shores Village Building Department D o 6 200 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Jl1L Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. 14 CR d t 1 5 ' I , PERMIT APPLICATION Master Permit No. F'BC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 60. V- r U yt r` 0 or- S, � Phone # 3 0 j 3 � Owner's Address 113 ® o AJ cit S h.®r State —F__ L- zi -33 1(o Tenant/Lessee Name Phone # j ob Address where the w i t f 3 t� Z f b J ( ark s being done) t✓�1 b City _ Miami Shores Ville County Miami -Dade zip I 600 FOL /PARCEL # � � � C) Is Building Historically Designated YES NO �� I Contractor's Company Name _�5 , P .- Phone # �� 1 o243 / f 12- Contractor's Address 1.51 City Jz State Zip � '' L QualifiierName 6�O 6 R6 .14W Phone# SkJ — °23 / q , f` Z State Certificate or Registration No. 1 3Z 60 Y Certificate of Competency No. I Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6 2 0 1 i2 �� sq / u P Type of Work: DAddition ElAlteration 41UUN gOI W lace ❑ Demolition Describe Work: low A S Q I I F LU ?heW Permit Fee $ " CCF $ CO/ Notary $ Training Educatiou Fee $ Technology Fee $ .� Scanning $ lOZ ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ , Structural Review. $ Total Fee Now Due $ t J a 4' See Reverse side -� i Bonding Company's Name (if applicable) Bonding Company's Address ' City State Zip i Mortgage Lender's Name (if applicable) NOD i 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 regulati ng construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOL$, 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 n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a approved and a reinspection fee will be charged Sign at W alt a,r �, Signature F Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument as acknowledged before me this day of 3 w, , 20 , by d le � �c r �aa me r— day' of Y01, by f= ) + i who is personally known t o me or who has produced who is rsonal y known to me or who has produced As identification and who did take an oath. �' > identification and who did take an oath. NOTARY PUBLIC: �+++� OT Y! PUBLIC: LINDA S. MITTS _ Notary Public - State of Florida e Ally Conan. Upkes Jun 16, 2013 Sign: 1 Sign: Print r Baru TbM* N 1 Notary Assn. Print: My Commission Expires: r I La My Commission���c� 0 B° APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) 09/11/2009 15:21 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Im001 * TX REPORT TRANSMISSION OK TX /RX NO 4030 RECIPIENT ADDRESS 5614477536 DESTINATION ID ST. TIME 09/11 15:19 TIME USE 01'32 PAGES SENT 5 RESULT OK A TI A T I /� I s �- R'cq - 1 lS :� o ROOF ASSEMBLIES AND RO ^I� JUL 0 s ?009 SECTION 4402.14 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICA CIIt ° ® ® °' ° ° ° ° ° -- ° ° ° °° Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. r' INSTRUCTION PAGE OMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT a APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Application ABC 1.2.3.4.5, 6 7 Prescriptive BUR -RAS 160 ABC 4.5.8.7 Asphaltic Shingles A B D U,4 Concrete or Clay Tile A B D E 1,2,3.4.6.6.7 Metal Roofs ABD 1 . 7 Wood hin les and Shakes I ABD 1.2.4.5.6.7 Other I As Applicable 1.2.3.4,6.6.7 ATTACHMENTS REQUIRED: 1. Fire Directory Listin iami Sn ores i age 2. From Product Approv 1: Front Page APPROVED BY DATE Specific System De c p on Specific System LI tMG DEPT General Limitations Applicable Detail Di W DEPT SUBJE 1 j CO PLIA C T i �E� 3. Design Calculations r Chapter 16, or AQcabre, 128 4. Other Component of Product Approval 6. Municipal Permit Application 6. Owners Notification for Roofln Considerations (Reroofing Onl 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE — BUILDING NOTES NORTH 1.01 REMOVE AND REPLACE SOFFIT WITH SW COX PLYWOOD, METAL LATH 8 STUCCO. 1.02 REMOVE DORMERS- INSTAL. NEW AURA.D VENTS SY ACTIVE VENTILATION PRODUCTS. ENC. 1.03 REMOVE AND REPLACE TILE ROOF WTIN NEW CEMENT TILE AND UNDERLAYMENT. 1.06 REMOVE AND REPLACE FASCIA BOARD WTIN NEW VINYL IMITATION WOOD. INSTALL NEW GUTTER SYSTEM. 1.08 INSTAL. METAL RIDGE CAP NAILERS. J 4.S C� LLB !A7 1-02 tA3 tA4 ae Islc D EMOUTrO N BARRY UNIVERSITY BenchMark ROOF PLAN "SIAGEi AW CONSULTING GROUP, INC. 11300 NE 2nd AVENUE 2771 S. W. 86th Way, Davie, Florida 33328 BARRY UNIVERSITY - SAGE HALL A -3 MIAMI SHORES, FL 33161 Phone: (954) 476.0801 Fax: (954) 880 -0070 Barry University - Project Specifications - Scope of Work - Sage Hall ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane zone Unlfonn Permit Application Form. SeCtlon A (Gpnpral Infermati Master Permit No. /� n Process No. Contractor's Name 0 t--/' 1 g C=' V``?'Cfz� �Ro 0 fj �Cs Job Address � ®o A— ROOF CATWORY ❑ Low Slope ❑ Mechanically Fastened Tile in Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof © Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SFj Total (SFj I/ //Vto Sketch Roof Plan: Illustrate all levels and sections, root ppers, overflow scuppe a ow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sectian Ell (SteP- Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: I= %- w`(. a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 • V P2• P3• Maximum Design Pressure (From the Product Approval Specific System): 'rso- p Steep Sloped Roof System DescdvtIon Deck Type: L A f d p Ro f Slope: Type Underlayment: ®l2 12 Insulation: fit/ Fire Barrier: t� Ridge Ventilation? Fastener Type & Spacing: n1 6 S 6 v Adhesive Type: Nowic Type Cap Sheet: � Mean Roof Height: 3 to Roof Covering: I M ' Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Ser -tinn E (Tile Calmdatibnnc) . For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values from M If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 7" �'�• Mg: =Ml � �uct Approval Mf (P2: /��� fi p x'� � • 3 ��Mg:�{� �� = M ta � Product Approval M (P3 _ >/��j / - M p.�+•' = M 3$ Product Approval M • i Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M M re uired Moment Resistance* Mean Roof Height -� R 15' 20' 2S' 30' 40' Eq s - ja-e�l 26A, 29A 30.5 32A 24.4 27al 21t-2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by ward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values forFr. If F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P 1: x L = x w: _ _) - W: x cos 8 = Frl Product Approval V (P x L x w: = _) - W: x cos B = Fr2 Product Approval V (P-4: x L x w: = _) - W: x cos B - F Product Approval V Where to Obtain Information cri tion Symbol Where to find Desi n Pressure PI or P2 or P3 RAS 127 Tab a I or by an enalneerinit analysis Drevared bv PE n B 7 Mean Heiaht H Job Site ®/ / Roof Sid 0 Job Site i A erodynamic Mu Mull e N. - I x Product Anprov., Restoring Moment due to M Product Ap Oravit Attachment Resistance M uct ADmovall Reguired Moment Resi Calculat �r Minimum Atmchmen F' Product Approv nce e ui 'ft Resi n e Fr Calculat em 2e Tile Wei ht W Product Apnroval L = length na Tile Dimensions Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE -- BUILDING CFI{ 2009RO506590 ( Ilk 26938 Ps 2905i 1P9) NOTICE OF COMMENCEMENT OR RECORDED 07114/2009 09:14:35 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY FLORIDA PERMIT NO. ------TAX FOLIO NO. 11-2136-000-0050 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Legal description of property and streettaddress: 36 52 41 40 AC SE1/4 OF NEI/4 LESS E35FT & LESS W40FT 2. Description of improvement: Re-Roof Sage Hall 3. Owner(s) name and address: Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 Interest in property: 1 0 0 Name and address of fee simple titleholder: Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 4. Contractor's name and address: Solarq�Aard Roof inch Inc. 1515 N. Federal Highway, #300, Boca Raton, Florida 33432 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: none Amount of bond $ 6. Lender's name and address: none 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration d!%A.?f this Notice of.Commencement: (the expiration date is 1 year from the date of recording unless a different d e - p I December 31, 2009 Signa re of Owner PrInt Owner's Name Bruce Edwards, VP Business & Finance _ Prepared by Freddy Ulloa Sworn to and subscrib efore me this 1- day of _X, 2 _ Address Barry University, Notary Public. 11300 NE 2 Avenue Miami Shores, FL 33161 Print Notary's NArnee a1941 __ My commission expires: 123.01-52 PAGE 4 8/02 00 No" Public State of ChWlalda Gerber My I* -, anmilon DO5200w STATE OF FLORIDA, COUNTY OF DADE co a E**V Exoo(A-s 05/08/2010 ]1 HEREBY CER77FY M this ft & trw. cQPY Of # oronal Ned In WS day cA ESS nW A 0 2D,-q- HARVEY ot aud W cawy CW �° D.C. B ARR Y Physical Plant 11300 NE 2nd Avenue UNIVERSITY Miami Shores, FL 33161 voice 305 - 899 -3785 fax 305 - 899 -3794 Division of Business and Finance July 1, 2009 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 To whom it may concern: This letter authorizes Solar Guard Roofing, Inc. to obtain a roofing permit for the replacement of the roof for Brown Hall located on the main campus of Barry University. If you have any questions, please feel free to contact me. Respectfully, U'(' WIA-Z� Alex MacNamara Director of Facilities Barry University 305.899.3791 (direct) MIA hKANWDADB COUNTY, FLQRIDA Nvrao DADz Bun DM C t ,IAPiC>l OFpI# () 140 WRb`T1eLAt,Rdt�STT,tiiJiTE 16®3 COOL DIVOT �,ILOWDA331 1363 M 375-290I FAX M) 375 -290 hlfateda Cvpratia 136 Mp Road Wa 10 07*M NOAubmgbsndundw&eqphc"endesmdmplaumpvambgtbeowcf The meted has been reviewed by to BCCO and accepted by the Building and Product Review Commlow to be used in h hand ITade County and odw arm where allowed by . Au&o&y Having Jon (AHn. NOA " not be valid of w *e expitntion, date stmad below. The Dade Comely Product Division (In Wan Dade, County) and/or the AM (m areas otwr titan Wuni Dade County) Me fi& to have this pmdW or dial tested far quality assurance paposes. If this product or fans to perform in the acceiftd manual, the awm&cture will its the expense of such testing and AST may inmxxUWy vesvnlm modify, or s 'th a use of s u& prods or meteriai within jurisdictioL BORA resaves the to revolve this acceptance, N it is detem3ined by Dae Con: ity Product Control Division *9 this product or material fags to meek the of the appl caMe building code. 71m product is alert as decn%cd herein, and has been designed to comply with the Florida Building Cod# and the lit Velocity %tricne Zone of the Mmida ButWt' tg code. ON: - und . Bach unit shall barn a labed with the mine fa�arees nee or logo, city, state and "A=a)gde County Product Control. Apprflve e, unless otliervise noted AL of this NOA ftU be considered after a renewal avditiaa bas been Mad and ftm has change in t3ie applicable building code negatively dbctmg the pedzinance of this Product. ThK}N of this NOA will occur afaw fire ea tint date or if twe has been a revision. or in dw materials, use, and/or manuftbue of the product or process. hfisuse of lima NOA as an of any product, far salm advertising or any odmw puqmes ssliati automatically ate this OA. Failure to co1y with any s ectim of this NOA stunt be Muse for ammination and removal of NO t�D . The NOA nusmbea preceded by fire words I -Dade County, Hwida, and by the ex ern date may be displayed in advertising liteaatmre. N any portion of do NOA. is that it shall be donee in its any. N: A cam+ of this entire NOA shall be provided to the user by the mangy or its and shall be available for inspection at tha job site at the wpost of due Building Official. This A consists of pages 1 d rough 4. The to on was reviewed J L. «� NOA Nor.: 04 Exphwfien Daft 10IM1 App mal Date~ 1tti12M6 Page 1of4 R F.1NG AB LY APPROVAL Roofing Undedaymmt • h?blypnx�yle� E NAMES OF PRODUCTS MANUFACTURED OR LABELED BY AFFUCANT: Product D Test Phreda Ded , - Amw SC x 22T ralis ASTM D 226 A W-stab�p dyp%Wh eo tie Type H imdedayment To be used for roof deck pmwc dm as an underlayment in sloped roof Was but Watch 3&'x SW rolls ASTM D 1974 Cammlar Smfwod modified, fibegOass 3fi x 67' rolls r Worced, bkumhwn Aieet matedal for as an undedaym nt in slued roof Designed as an ice & rain Meld Stm t3oacd 3&'x 66.7' rolls ASTM D 1970 Madill, Mxxzbu rem, bh u hKm sheet matedal for as an undedaymem In doped roof assemblers. Desigu ed as an ice & rain shield SUBwrm: Test Testldendfi eat P Asphalt Technologies, bm GAF 4)25 -02-01 ASTM D 1970 03002002 .Asphalt Technologies, I= t3AF-026-02 -01 ASTM D 1974 03J26a= Asphalt Technologies, Inc. GAR112-02 -01 ASTM D 226 Typo u ow NOA Ale.: 064MM04 nwhadw Daw 1wnm AppumdDo* 10fON Page2d4 AP. PROVED Ichn 1: Wood, Non insulated Doc E Dwcdpdow. "I32" or weder plywood or wood plank SyM em A(1): Leak Banier is installed as per cma+nt NOA appvwd at vuhamble leak areas. Deck-Armor hfimAirane is subsequently histalled. Ord hishilation, no eqxmre to randnww pdw to hwtdkdm of dto Serf m Rooting Anembly mbdman dope: 4"en 12". ela 13=11W. ball Weatier Watchg or StomQusrM leak bamer as per annnt NOA approval at all ale leak aneas, this includes but is not limited to all eaves, rM Area= valleys, rakes, skyliphts and dormers Me One or m e plies ofDock Any mndedaym nt membrane with a n*d om 3" sidle lap and Wend. lap Place the first vonme of membiune parallel to the eave. Fasten side and end lags, with appnovad mss and tin caps W o c. and fasten middle of the roll with moved nails and tin caps lr ox- in two stainedums, in the field of the roll. Whir Approved Roofing Ammbly. 1: Wood, Non insulated . "he or $neater. plywood or wood ph& A(2}: Leak Barrier is as per NOA approval at vulnerable areas. Heck Anr is say ice. for io pd or d the all dMW ne ir. IAW Barg: buaall W Watch* or StmwGuand® look barrier as per curcat NOA apoval at aIl le leak areas, this includes hart is not limated to all eaves, vahheys, rakes, sky . doammsws. • or more plif yawns with a 3" side lap and G ce ft dose of membrane parallel. to the cave. Fasten side ands ith and tin dam S" o c. and of the roll with. ab and tin r ox- in two stag2ared rows, in the fiehl of the roll. If roof is exiled to tape all emd and side laps with appdoved butyl adhesive based scam/dovdx tape U wateaProof cloth duct tape (follow the tape s cu► ). Always apply tape over all fasft= at the center of the rdl (W the prevent rain or snow fron ending at the h amens. Approved Roder Assembly. i NOA No.: Data:10UM App m"d Batm tWnft PhV 3 e14 ATIONS: 1. qre classification is not part Of this 2. shall not be used as roof t1e undulaymcm 3. acceptance is far Fqmed roams applications. hfiAmm deck mplramcius shaIl be in with applicable building cods. Deck-Armor shaald be installed in strict compHance with Building Codes and Mae a specifications and 4. shahh be ggWW to a sm oofh, clean and dry surfiwe with deck five of irre�ies. 5. Armdor shall not be applied over an existing roof 6. Armor Mate shall, not be left otposed, an a twpxn7 roof for Itinger flan 14 days of 7. nails in tbD deck shall be care£uIly checked for pwwdmg heads. Re4wm any law ding Sweep the deck th mmgtEly to remove any dust and de& prior to qVficafim & Anomar may be used with any approved rod covering NWce of Accepbuice Hsft Deck -Amw a component pact of an assembly in the Notice of Acceptaum R Deck- Artnor is not listed, a may be made to die Amy Having 7urisdictim (AM) or the 1 l Cry Prods Depument for approval provided flat 'oa is provided to detar� 'tn7ity of the prods. wind uplift rename, and fire tang results. 9. applying the menfinue in the valley, start at the low pct and we* to the high pmt, rolling h m ft center outward in both dam. 10 van pipes, nicks Sys and penetiations in comph tice with Roof Assmbly t Comral Nof m of Accepbuce, and applicable Building Code. 11. membrams sball bear do i I i I or irud* g of the E reA nam or logo, or statement "A+liiamrDade C wty Product Conrol Approved" or the NUami4Mde l ogo END OF THIS ACCEPTANCE N©A Nei r Hap Daft IthlUM Approval Dais: lillUM Page 4 of 4 „I' ''ii ► ► ' ii :i: 4 ►:t t CZ OF ACCEPTANCE i LKCAqwmtim ps i NJ 07470 MIAM MMA33MIS3 t3�j 375 -2WI PAX M 375-2M ImAdgmadimawas R► FINOASfiSUMLYA]rPROVAL MI Ulaym� . Rind Aspb & ft DUCTS DRSCRYP" M.- Tat Dir�e�esb SmdocadOm UD& &OotVA2 39 SAS x 66.7' rolls TAS 103 Self relnfasced . of ASTM D 1970 asphalt with a polymer su fact use as an andedaynmt in shed We and asphalt ddngle road Roof slopes of ?112 -12!12 are acc q*Me as indicated by local codes and natudacummes ' btiomc. L EKCE SIJB11g!'Pmm Test Tam M . Net ek Tag Servim NA Ind. 307746"1 ASTM D 1974 3077464-02 TAS 103 Ob6 3990131 Wind Uplift & Self Sealabilky ov PRI Ai ials ROM - 023.02 -01 ASIM D 4798 & TAS 103 05 /16W T ATIONS: 1. classification is =p of this accepumce- accepumm is for _ prepared toofing Vp icatio , m deck requirements sbeaII be in with applicatble bmI ft code. UmleRoofm 2 shall be bAAed in stsic t c with Building Cock. 3 . 2 may be used in roof tfle and asplmtt dingle asserablim 4 . 2 shall be applied to a mxxtk c hm aw dry Offitce with deck free of kegalarities. 5. ooh 2 shall ncn be appuedt aver an axis img roof nmndnm as a recover sysb= but may be to aederlaym d base shes as lamed in this appravab. 6- f 2 dtall " be left as a tee roof for IMM than 180 days after 7• to Prqmed Ring system Ptodact Contrcet Notiace of Accept== for limed appmwal of ibis wilb Specific prqmmd roofin p 8. 2 may be use with any appmoved roof ,covering Notice of A listing oof 2 as a compoom part of an assemly in " Na&e If Umkdtoofrm 2 is Hsaed; a request may be made to the Air Having Juriffifi (AEO) or dw Product Canrrol Depauum for qVroval provideid that qWuprialg d mombf n is to detail compatibi k of tta products, wad uplift resisftace, and fire tesfwg re 9 . #mb=nw shalt bear the impdat o klcnft&dge nwAang of tba maacdactures"s naaue or f + or �anmi -fi a& County Prrodcect Cantor! Approved" or *t Aw a logm 10. listed herm " have a quality eaaaratICe auk in accardamm with the Florida B Code and Rak 9B-72 of the PkddR AdmWsmtive Cale. NOA N66: 074MAM ° BRArafiam Dow 0 #/11 A pproval Dd lhe2of3 A#pOVjW Type 1: Wood, N044asnlated '/k" or VWW plywood or wood p1m* It M.- Anchor sbact mchimdeauy fadesed to ded$ nugsbrage, adhered. BW 0 .8beet One or mm plies of ASTMD 226 Type H orASTM D 2626 eompIing, D'""S rTw ar Odw GAF OPPMved mde with a mWnmmr side lap and a G' end lap mwhanicany fia to deck with approved mWb and tin cap 6" o-c. at the laps and two Msggemd rows 12" o c. the fie4d of the roll. Me raum Begin at lowest point an mod deck Peel back the release Mm and align the mew on da; Iowa edge of w*, pall soIdesse film topad back and apply . Roll bower edges and sema with a bud rofler. Use flat broom, squeere or weighind. roIlea to he$ lay &I and CQS= full lion of UnderRoofm 2 to thm anchor sh ca Where back =Wmg is ram for steep skpe applies back mail and cover nails by ovoa with the next sheet: Use accepbMe fastm Suc as approved nang and tin cam. ate not Cornact GAF49LR uzhnW smvhm for other approved fimtmwm 'valle3' and Ridge aPphcadom Begun at lowest poW on valley or ridge, peel back the ruse 104, cefthm *0 Sheet am the valley or ridge and pas fm* imo, place„ Had Lap .nmst be a nftdmum 6 amt Side Laps be a niniumm 4" is and primly anpod with the exiling Selvedge edge. bail when teReratum are 45 degrees and rim& ,W Win, dry and smooth sbstrate. l vent pipes, stacIm, chimm and penetwons in c with Roof Assembly can m product cal Noce of Acceptance and applicable biding code. Roll or bromn the entire mmbmm smfwO ro as to have full coutact with the , giving spexial atoemtion to the lap arm. Undedtoofm 2 shall not be exposed far longm than 180 days after applicafim GAF Makdahs COMOadon re8mves the right to revise or alter the exposue tune, not to exceed the Ong miximm exposure time. • Wherever the adhesive ba ck c onm m contact with p*uw swfiw such as end laps, P eoebati om 201 Premium a nd � be set in a IM inch of Lego dwi m Matrix® flas}P Phmbing Cm xw Dade in accordance with ASTMD4586 -Type I or equal • URderRoof rw 2 is acceplabie in fo m applied and mcxlmn tally alt ad tile sysftm • Cbmolt mangy s instahlation b for c hue WMallation regnirvmmts. Surfs • Roof Tile and Asphalt Shingle Assmblies. E" of TM A NUA No 0'f ®1 DOW 09MI11 Approval Daft Page3eC3 ;Pmjllcllff� BARRIER WERE NEEDED L 0 �11 d cj T !lj, BARREL TILE SIDE WALL DETAIL UND M 1CM &M-W FIELD THLES MECHANICALLY FASTENED OR MORTAR SET UNDER ROOF UNDERLAYMENT MECHANICALLY ATTACHED AS REQUIRED BY CODE (SEE NOTE.1) OPTIONAL 30# FELT UNDERLAYMENT, MECHANICALLY ATTACHED AS REOUPE D BY CODE e Q METAL EAVE CLOSURE FASTENED 1$" O.C. & PRIMED METAL DRIP EDGE FASTENED 6" O.C. & PRIMED MIN r WIDE OF ROOFING CEMENT OVER DRIP EDGE WOOD FASCIA NOTE: ROOF DECK 1. MAL 6"1 I.C. FOR SLOPE *12 AND OVER METAL EAVE CLOSURE UND 203 N.T.S. 3 -22-07 i li Mae LN Zip'( H a iii '! R� Ij'j�i k•'t'. \� -- 1 Ik -.,• W �r r • • ra O:•: • UND 10 i 1 i { nnnimf>> fffffff fff fff ffi fffffff fff f ffff f f ffff fifffff ff ��a��f �� {rrf{r{rrff�S�rfr1ff4 �fU4� rr �1� �r{rrr fffff{rfff� iA M1AM[ -DA COUNTY FLORII?A IrTE7 O TIAQWR BLgL,DM BVILAIVG COTE COMPWA3 OMCE (BCCO) 140 W +WF FLAGLER "R90, SUITE 1603 PROMICT CoNnm 11 iVWON M"J, FLORIDA 33334 -1563 (3t st 375 -2901 FAX 0305) 37549138 NOTWE OF AC CE"ANCE EWMD R of Tiles 130 SW 34 Ave Deer" B mh, M 3M2 I IU NOA is berg issued under the egplicable rules ad reguiaum gommg the um of consiYtxtft ammatetial$. Ile station submitted lms been reviewed by Mismi -Clads Bounty FWduat Coatml Division and a ccepted by the Board of Rules and A (BoRA) to be used im Warm Dade County and otlr areas wheae allowed by the Audunity Having iwisdicdon (AEI) This NOA slrahl not be valid after the expuadm daft dated below. The Miaml -ode C=q pro&xd Contwl Division (In Miami Da& Coumy3 amdlor the Ali (im areas o&ee thm Miami Rude City) reserve the right to have this prodwg or makish tested for quslity asnance gums ifthus produd or wMaial falls to perform M t o ==Ptcd ==0r, the Wmwfi0=w will incur the WPMW of sh testing ad ft AHJ may bmdiately mvelm, modRy, or the use of swb product or material w&nn juxisdichm Bt)RA reserves f e night W myol a this Wcapfance if it is deM mined by Viand-Daft Csmaty AWLwt CooW Division that *is product or MdaW fails to meat the faPirmeoft of the applicable Wilding oude_ This PVdwg is qprovW bin, grad has been des*wd to comply with the Florida, Building Code including tice HO Velocity Hum osm Zone of the Florida BuMa Cade. DEScRu hila mom tit rde LA IGII : Each unit shall bar a paumnest label with the manuawturees nam w loge, city, state gaol "10Wim9 t_ ianu - Ibade County Product Control Approver, unless of vise noftd herein. FJMW L of this NOA shall be considered adbar s mwwal Wfi=fion has been filed and there hu been no change in the a ff able building code napdvelp d%cft the perf maaw of this pr odwL 1'lM ATION of this NOA will occur after the cWm6m date or ifdwe hog bees a revWon or change in the am#tor m9nnfiftm of the product or process. Misuse of this NOA as an mkmwent of any for salon, advafising or my other pmpyws stall auabmnatic ally mminate this NOA. Fare to comply with any section of this NOA shall be cause for twninafion and removal ofNOA. .A,DVIMTISOWNT: The NOA munber pmmded by the wards Miami -Dade Couty, Florida, and followed by *0 cWhifion date may be &q&ycd in advertising JWwwurc. If=y gentian of tote NIDA is dlsphttyed, then it shall be done is its agimfy. IIW CTM: A cow of this entire NOA "I be provided to the user by the manor or its dia*utors and ill be svailabte for inspection at the job site at the request of the lidding C]ficW- This nevus NOA 938-0M14 and consids of paps l through 6. Tire sehmifed docummttation was reviewed by Alex T' 'ra. W0A No.: OR-Qtl 12 Agprural Daft; 09MO page 1 of6 WILLUU4MY bLrFLY. r'81 UM-40-14Ud JUI t LUM UL:4!JPM MUM( ROOnI G ASSIMMLY APPROVAL Roofing b�=9= Flat Profile Roo ft Tile$ 11�aterial: Conc I. SCOPE This is a new rj, using HansoA Flat Tile, as mamifacaved by meson Roof Tile Inc. iti )0'1'4 Florida and described iii Section 2 of tWs NW. of Ac n, For locations wbom the pressum requires, as detmnined by applicable Builder Code does not excel the desaip a 4, obtained by calcvlatiaats in compliance wA RAS 127 using the values listed in scion 4 herein. Th10 attach mad ealculadom shall be dome as a nwment based . 2. PRODUCT DESCRIP'.1C ON MUN& MMO by Test Prodsmet < MARM pmdation Hanson Flat rile l = 17.25" TAS 112 Flat, in erlockinS coamte the eq w ith w= 13" two nail holes. For diirect deck or battened rw -fit, mortar or adhesive set applications. Trim Piles I = varies TAS 112 Accessmy ajA cote roof pieces for use w ='WM at rapes, rasps and valley tmduatiom. varying thickness Manus for each tale profile. 7-I S mmmrm EVwENCE: j j# _ AjM Lcj Tat Test NaMAMCBMrE Ra IBA Consultants, lac. 2381 -265 TAS 112 Feb. 2006 1Ra land Teftologi% 7161 - Static Uplift Tesng Dec. 19'91 Appendix M TAS 102 & TAS 102(A) The Cuter for Applied 94.084 Star [7g# Testing May 1994 F.rlgineeripg, Inc. TAS 101 (Mortar Set) The CeaW for Applied 94 -060A Static Uplift Tes ft Mw* 1994 P° & Tne TAS 101(Adhesive fit) '7310 Center for Applied 25- 7094 -2 Static Uplift Testing tc. 1994 En 'n& Wc. TAS 102 (4R Head* Nails, Direct Mck, New Construction) The Center for Applied 25 -709" Static Uplift Testier OcL 1994 Eugineerin& ItIc. TAS 102 ( Headlap, Nails, Battens) NOA Mm: 06- ON4.12 Approval Mk.- 09 Pop 2 06 w I LLMMY &L"LV. I'ax . 35d -d1b- I d83 Jul 1 1883 81.4m M64461 The Cem r for Applied 25- 7094 -5 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Uairect Deck, RecoverlReroof) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. ;CAS 102 (2 Qum Drive Strews„ Direct Dock) The Ceder for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 EnOwering, Inc. TAS 102 (2'QuiC Drive Sews, Battens) The Cftd= for Applied 25- 7214 -1 Static Uplift Testing Marck 1995 'Engineering, JAc. TAS 102 (1 Qdik-Ddvt screw, Vi met Dock) The Center' for Applied 25 -72145 Static uplift Testing Maureb,1995 &16ueering, Inc. TAS 142 (1 Qu& -Drive Screw, Buns) R.edland Technologies 716103 Wind Tunnel Testing Dec. 1991 Appendix Il TAS 108 (Nail-0n) Re Bland Technologies I.A ter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Radland TechnologLes P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redlaund Technologies PO402 W itb*awal Resistances Testing Sept 1993 of screw vs. smootli shank nails Tice Center for Applied Project No. 307025 Wind Driven Rain Ort. 1994 Engineering, Inc. Test RMDC -77 TAS 100 Nutting Engineering 13343.1 Physical Properties Aug, 2006 TAS 112 Celotex Corporation Testing 520109 -1 Static Uplift Testing 1 1.1999 Sarv3ice 520111 -4 TAS 101 Celctec Corpote+tion Testing 5201911 Static Uplift Testing March 1999 Service TAS 101 Wal W )5A&eerivdg, Inc. Calculations Aerodynamic Multiplier May 2006 Walker Engineering, Inc. Calculations Restoring Moments May 2006 Walker Engineerin& Inc. Evaluation C Wations 25 -7094 lrebmary 19% Welker Engineering, Inc, Evaluation CatlM196oz1s 25 -7496 April 1996 Walker Enginen ing, Irtc. Evaluation Calculations 35 -7584 13ecernbw 25- 78046 -8 1996 25- 78044 & 5 25- 7848-6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, bic. Calculations Two Fatty Adhesive Set System April 1999 NUA, Na: 08.4604,12 limn Date: 000/13 Approvtl Date. "M40 Page 3 of 6 siLLUMMY aurrLr. rax.aoa - atn -taus Jul I Guuz ut•oupm ruuo /uur 3. >Ji'111TTA,'I+C NS 3.1 Fire clasifieWon is not paZt of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-))We County Certified Lab Cory to perfom quarterly test in acmdence with TA.S 112, appendix `A'. Such Wing shall be submitted to the Building Code Cmpha= glee for review. 3A Minimum underlaymemt shall be in oompliancce with the applicable Rooting Applications Standards listed section 4.1 herein. 3.5 30M hot roopped undetlaymient applications mmW be totalled paTemdicular to the roof slope unless stated otherwise by the underlayxment material manufacturers published lite+r4um. 3.6 This acceptance is for wood deck applications_ Minimum deck r quirements shall be in connplim= with applicable building code. 4. INSTALLATION 4.1 Ha an Plat 'File aad its components shall be installed in strict eMpliaAc a with Roofing Applicattim Standad RAS 118, W 119, and RAS 120. 4.2 Daft For Attadbment Calculations Tam 1: Average Weight (W) wW Dkomikms Q x w } The Profits WMglA- U L.ewj*4 Q V1 Wth-w (ft) Hanson Fist rde 11.6 1.4376 1.418 Table 2: is � roe 1 { ) Profile Baftn Ammoarmn Dweet Eck lloattion Hen Fiat Tile O.3i14 0.330 Tats 3: ResUwhm a ny" Tile r:'1r J r:1r !x":12" r. T':ir or PnAe ' Haftwn Baton Dimd M7A6 ins Dint B ns Dired !keel Batt ns C3ftd Flat Dock Beck beck Dock DOck Toe 7.53 8.25 8.17 735 8.05 1 7.20 7.88 7.02 1 7.69 6.83 7.48 KQA pia: 084MR12 Eq*zfim Dam: 0411 113 Appmval Date: 09/UM np 4of6 fILLMMY SPKY. Pax:354 -425 -1483 Jul 2 2888 82:58pm P006/887 Tall 4: Attachment Resistance Eked as a Moment - Mi (tt4 bt) for Nall -On System Tie Fad Type Died Dactc Direct Deck ins Profile (min 13/3 '" plywood) (min. 19132" �l Heron Flat Tdo 240d RN Shank Nall 30.9 38.1 17.2 1 -10d Smooth or Screw 7,3 918 4.0 Slick Ned 2 -10d Smooth or mar 14.0 18.8 7.4 Shards Nall 1 t8 SMIw 30.8 30.8 10.2 2 a8 Screw 51.7 51.7 24.4 1 -10d Smooth or Soew 24:3 24.3 24.2 Shank Nab FIW G5 1 - 18d Smooth or Screw 19.0 19.0 22.1 MWk Nail ( Ewe C 2 -1 Od Smooth or Screw 35.5 35.5 344 Sunk N Fri C5 2 -10d Smooth or Screw 31.9 31.9 32.2 $hems Nails eo CI 2 -1 pd Rim Sisk NaUs 50.3 85.5 48.3 # +�► s ttte � i �arriers are toed a ►rtin. ct' 2311" fir+ �` tie. Table 5 Anw:hwnent Resistance Expressed as a Moment Mt ('t 4bl) for Two Adheshre Set S Tile Profile Tile Applic "M Minimum Attachment Resistance Hamster Fiat Tile AdhasNe 31. 2 sm ffwwaftm aWO%W #or 3 Pmducs Company TilaBond Average vakht per patty 13.9 grans. 8 Tamer IFA: Atli mitment. Resistance Exprassed as a Moment - Mt (ft4bQ for Adheswe Set SvIst Too Profile Tile Application Wh*rtmt AthwhmEent Reakdonc.e Haman Flat THe POIYPFO 118. TM 40, 4 paddy ar45 omme of PaWftiv S of 24 of P =. Talmo 513: Aftw: meet Resistatice Expressed as a Moment - Ah (ft-bf) for Mortar or wive WISystems Tile Tiie Attachment profile 8ROS Reeintance Hanson Flat Tile mortar SW 43.9 0 7ft Ti e Pod Tdo Mortar. NOA Ift: 08-O K12 gxpbsdm 'Aster " a.Q/13 Appmvai Ante: 09104100 Page 5 of 6 x 1 L.LUUWM r barmy. rux -=9 outs I4us Jul u LUM Uu - aupm ruu f) uu 1 S. I "ELXNG All tiles shall beff the print or identifiiable rnarlcing of the mmu&ctwes flame Or logo (See mil Ddew� or following stoement "Miami -Dade County Prodtict Confol Approved". HANsoN #T Ta LAsim (LocATIO ON vNrrERSWE of TIDE) 6- RURDING PERMIT WUIREMENCS 6.1 Application for building pewit shall be w=mp mied by copies of the following: (LX.X This Notice of Aceepome. 6.1-2 Any offer documeots required by the wilding Official or applicable building code m owder to p t%mty eveluate the ms tallat m of tWs system. PROFILE MiAwiNGS 13 " "17 -1 J4" I HANSON RAT TILE FM OF TMS ACCEP'T'ANCE NQA No.: 08- 08i1C12 E Expiratt m eke; 04/IW13 Approval Date: 49ft" Fage 6 of 6 46�ib1200B 1s {4j �t8.4042 trim Rosengarfen PAGS 218 1 j • • 4a.r �/ V yL +Y m .L y i e RWLDMC t i31� 4i�Al 8CCt9} l40 4V1�s7' �fiEt l' i Th 1' 8i a tyx tA�±rT �c���•a till NO ,.sue nd bavea Batho dde m*d bdow.7bo RCM (ru T * )ate go of h to a dv Ait try umk% , ' � ffie of tic • $tom iamm *a T* t d lfft • n .bra' . T* pmdmdis qpmved ay dascxclt , amd bas b= domed to eomply. tW 'Velocity Madma offfmM ida Sallft Code: Rt�fl�+Tc �aIyprn� �6.i•I1�ti � . • . WKWAYAH &W0 i.sisct] ba co gaged eibararertswel app&Wm ha bm ffW mad 6= bim Wano . ORM iuft apg►Hebb±b oodo wpd sag dop aoeofWAWat �' 3�4' tliY��`It�Nof#Nf�A�o�►rafb�•sba aciti�rarairtt.� �t msi,=iais,; usa; aNtr. af p ckr m cfr% NDA as = ' ormW w3ds.�+a of'� �'►fL�ll�ie a�remoc�l+itkd4. AriVMn . : 'rho to ombw 1 wca * IMM tom. AaMa, and by t�csat�, da3a �y ia'+ to ' . ' lfsay tof �Nt7,�fs t�ftabai3. . ba dome in ik meaty. . IMUC 'k$P6:A c old im M& 96n bb puvMM tofhemr byte ' cr*m Sba7Ibsa blef� ffi tb$jab sheacabe adfIo ']l�ia•I�mA r �dt3�Na4!- tl��l.� a�tieus ofpagcs f tbnsag&7 M. mkv# x was nwimW by d' L Mcbm . 'Page.tot9 . .............................. ......c,� o.: �?�..........................,..............,......,...,........... ....................,,...... o:.�....c�oz......... r..........�.�.. 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