Loading...
RF-12-2163Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ECM E v ,2012 FBC 20 ( Permit No. (=°''r 12-2,1 b'S Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: \ 0-11 N g S r., City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): r! 4#Zi. S 1.1\11S Phone #: G1 CS— Address: \ ®CY-) S'p'a City: t- cs,vN> s'\ 2.T5 State: ' l , Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ff a VC{ 1l C°P d CrSia jc lar, Se‘ V' C_L 0 hone #: 3 3 `� — (06, Address: S t( ! 9 �j�-' ci 3 PL. - 1 City: IA. :cr. State: Zip: 110 Qualifier Name: �\ 11--1 r Clcl'Zss1.Q Z Phone #: State Certification or Registration #: ci,C o© 1 1 i 3 Certificate of Competency #: Contact Phone #: 30 ° 360(, (' `i?, LP Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ . 0 ( 70.0 Square/Linear Footage of Work: "3i 0.0 Type of Work: Addition ®Alteration ONew /Replace ODemolition Description of Work: 1��tz,1 (4 rotor -4( Oct..) tx1 ��—IL Oil Fl (AV, 001\ ^' Color thru tile: Submittal Fee $ Permit Fee $ `°S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ TOTAL FEE NOW DUE $ 333 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a spection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this CI da s C , 20 f 2, by 1 `1bi S'1 en-; . 13Ts;IN. to me or who has produced As identification and Sign: // Print: ,r /�r��fl� �4 Ct My Commission Expires: My Commission Ex? i c MY COMMISSION DD 9200 ,� ,Puez� EDUARDO V. LAMBERT • • * m ���;r * EXPIRES: January 27, 2014 ...� * MY COMMISSION # DD 928900 ry EXPIRES: January 27, 2014 �r" orfleP�O� Bo dihruBungetNotaY Services Signature Contractor The foregoing instrument was acknowledged before me this day of 1 C , 20 a by 0 Z 2tvp p ry j,Q, L.. own to me or who has produced as identification and who did take an oath. **********************144 p 18149011Mt APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184663 Inspection Date: January 25, 2013 Inspector: Bruhn, Norman Owner: Sims/ Haldeman, Mark & Gail Job Address: 1077 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Number: RF -11 -12 -2163 J Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)757 -6697 Parcel Number 1132050180240 Phone: 305/244 -7501 Building Department Comments RE ROOF TILE TO TILE AND FLAT TO FLAT infractio Passed Comments INSPECTOR COMMENTS False Passe •J�' 1-Tit-kJ Inspector Comments CREATED AS REINSPECTION FOR INSP- 181588. LADDER MUST EXTEND 36" ABOVE ROOF LINE AND BE POSITIONED RIGTH WAS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 C A B 1 N C® January 22, 2013 Advanced Construction Service Group 5910 SW 43 P1 • Miami, FL 33165 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 1077 NE 98 St Miami Shores, FL Folio #: 11- 3205- 018 -0240 Permit#: Not Provided Date inspected: January 18, 2013 Date completed by: January 11, 2013 Roofing Contractor: Advanced Construction Service Group Carlab, Inc Project # 13 -7613 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 2800 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Flat Boral Roof Tile. This tile was reported to have been foamed in place. At the time of this testing one test was performed for every exterior corner, at least one test for every 100 square feet of roof tile in the perimeter area, and at least one test for every 200 square feet of roof tile in the field area. The results for this report are valid at the time of testing only. Walking on roof or any other type of physical disturbance may alter these results. Based on our test results; we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully s itted, Sergio Labiste PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass' . . 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR Residential Home 1077 NE 98 St Miami Shores, FL Project#:13 -7613 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass.. 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 1.17 35...... .: Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35...... _Pass . . 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass Test Test load (lbf) Test Status Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N z 68 — — o w _ H cu I — + — + + — + + + " I + + + I 1 + + + + + + 1 1 + + I + +' + •:, + + +. z v 1 '+' + — + 1 1 1 1 + + + + + + + + + + A + + + + + •• N LEGEND I 1 I 1 7R L A ]B, I + FIELD — PERIMETER O CORNER CHIMN CHIMNEY C. TEST TEST TEST C jl�"i N 6419 VIII 8730 S.W. 23 ST, MIAML FL 33165 TEL 30S 293.3512•, FAX: 303 2264438 APPROX. ROOF TEST LOCATIONS AND DIMENSIDNS Miami Shores Vutage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1(l / RE: Permit # � DATE: /—?/ 1--7.. INSPECTION AFFIDAVIT I H fAla ro■ fie- _ licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: (P L co) 7.73 On or about / 2 ~ 2 Z — 12 (Date & time) Secondary water barrier work at tai `% t E 9'8 STS Hi G.., 51100-s) r t, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) FS 468 Building Inspector , I did personally inspect the roof deck nailing and State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of 1 Notary Public, Sate of Florida at Large -A A 4A AA AA A A AA y ARIANGEL GONZALEZ ry Public - State of Florida omm. Expires May 24, 2014 ommission # DD 995253 `General, Building, Residential, or Roofing Contractors or any individual certifie • under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. ' FOLIO NO. aTATE OF FLCRI ! HEREBY CERTIFY original tiled rn.this STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111 1111111I11111111111111111111111111 I I1 I CFN 201280875280 OR 3'•k 28387 Ps 07044 (113s) RECORDED 12/06/2012 09006 :36 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY r FLORIDA LAST PAGE A, COUNT OF DADE hat this rs a true Copy of the ffice on. �.,• day of AD 20 nd Official Seal. of Circud and my Courts D.C. • • WITNESS my hand THE UNDERSIGNED hereby gives notice that irnprovements will be matingaratWatIC property, and in accordance with Chapter 713, Florida Statutes, the foll is provided in this Notice of Commencement.. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: 4 Interest in property: Name and address of fee simple titleholder. .. 4. Contractor's name, address and phone number: Space above reserved for use of recording office 5. Surety: (Payment bond required by own r from contractor, if any) Name, address and phone number 6. Lender's name and address: 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, address and phone number. Amount of bond $ • 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. 1 CD Name, address and phone number: 9. Expiration date of this Notice of Commencement - 0 1, O' 3 , (the expiration date 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION: OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN 'RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCNu- NT. Signature(s) of Ow;, Prepared By Print Name or Ownf zed Officer/Director/Partner/Manager Prepared By -Print-Name Title/Office Title /office STATE OF FLORIDA COUNTY OF MI The foregoin By • ❑ lndivid �!i"or. as f "'�%/ L� ��'r��i1 for ❑ Personal known, o . -o • `• the folio • e of identification: owledg 2aO�2. Signature of Notary Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. _n'' Y e(4 EDUAl� 9. LAMBERT * MV COMMISSION # DD 9213900 EXPIRES: January 27, 2014 °� Bandeau Budget Notary Services Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed a By By 123.01 -52 PAGE3 3/10 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) nn PROPERTY OWNER: GAIL i L 44A-1,- b EM prO M AIZ, ‹ J 1 H 5 PERMIT # 1 ADDRESS: `O nl ME 98 51- FOLIO NUMBER: I /- 3.20-C-0/ $ - 0.37-OFLOOD ZONE: A E. BASE FLOOD ELEVATION: 8 FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) 2.01 zap 0 0 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 26 26 0 VALUE OF PRINCIPAL S ; UCTURE 02e• OWNERS SIGNATURE: PLANREVIEWER: PLAN SIGNATURE: DATE: //' 45' a O/ 1- ' %-- DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer. Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool ADVANCED CONSTRUCTION SERVICES GROUP PROPOSAL • CONTRACT THIS AGREEMENT, made and executed this November 01, 2012 by and between GAIL HALDEMAtiereinafter referred to As "Owner") whose address is 1077 NE 98 ST MIAMI SHORES, FL. and Advanced Construction Services Group (hereinafter referred to as "Contractor"), whose address is 5910 Southwest 93rd Place, Miami, Florida 33173 and whose Certification number as a State of Florida General Contractor is CGC 001773, which parties for good and valuable consideration each to the order, the receipt and sufficiency of which is conclusively acknowledged, do hereby agree as follows: SCOPE OF WORK : 1. TEAR OFF EXISTING ROOF DOWN TO WOOD DECK 2. REPAIR ANY ROTTEN WOOD ON ROOF DECK ONLY ( FASCIA IS ADDITIONAL COST $4.75.00 A LN. FT.) 3. INSTALL #30 LB. BASE SHEET TIN CAP TO DECK 4. INSTALL 3 °X3° METAL EVES DRIP 5. INSTALL ALL COMMON VENTS 6. INSTALL #90 LB MINERAL SURFACE FELT 7. INSTALL STANDARD ROOF TILES (UP TO $90.00) PER SQURE p LoT 1„0411,,6 fir' ° 8. ALL PERMITS AND INSPECTIONS ARE INCLUDED 9. REMOVE ALL ROOFING DEBRIS NOTE: WE WILL REPAIR ANY ROTTEN WOOD AND REINFORCE ANY DAMAGE TRUSS AT NO ADDITIONAL COST ON DECK ONLY ALL WORK WILL BE PERFORMED FOR: $20,200.00 ( TWENTY THOUSAND TWO HUNDRED AND ZERO DOLLARS) g-ILA �yi V� di Payment as followed: 30% deposit 30 % upon removal of old roof 30% #90 installation 10% final Advanced Construction Service Group Inc. cannot be responsible for any damage cause by hail, hurricane, tomados or any act of nature beyond our control. We need access to property and need to get as close as possible to the roof. We cannot be held responsible for any damage cause by our equipment causing any damage to the property beyond our control, such as any damage to driveway, sidewalk or yard. Advanced Construction Service Group Inc. will take every precaution to protect property. OBERT RODRIG ' 305 - 389 -6 °: Dat- 11 -01 -12 OWNER • : NER AGENT Advanced Construction Services Gro 5910 Southwest 93 Place Miami, Florida 33173; Telephone (305) 271 -0063 Fax (305) 595 -6229 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name Section A (General Information) Process No. Job Address (071 NE 96 ST- ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ,,_ ❑ Mechanically Fastened Tile Lf Mortar/Adhes ❑ Metal Panel/Shingles ❑ Wood Shingl 0 Prescriptive BUR -RAS 150 ROOF TYPE j v 1! ReroofIng ❑ Recovering p ❑ Repair ❑ Ma ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3o 3 'ao Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppe scuppers and overflow drains. Include dimensions of sections and lev [den dimensions of elevated pressure zones and location of parapets. 2010 FLORIDA BUILDING CODE — RESIDENTIAL J z Q W gLIJ 0 Z w 0 z J 0 • z o O U H • 0 U < w w < c AIL 91 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Veer Hurricane Zone Uniform Permit Application Form. Section C (Low slope application) Fastener Spacing for Anchor/Base Sheet Attachment Field: oc @ Lap, # Rows f a� `' @ 9" oc Perimeter: LP oc @ Lap, # Rows @@ ° oc Comer. " oc @ Lap, # Rows (a " oc Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as '14A") System Manufacturer. A h��; NOA No.: ®1 OcA Design Wind Pressures, From RAS 128 or Calculations: P-1:42.% . 1 P3: °' 6 02 Co Max. Design Pressure, From the Specific NOA System: Deck: p Type: :_ �l iun Dot Gauge/Thickness: Slope: Anchor/Base Sheet & No. f Pty(s): 1 Anchor/ se Sheet Fastener/Bonding Material: 61j-1 1C4 Insulation Base Layer. rszl Base insulation Size and Thickness: DO l Base Insulatlo Fastener/Bonding Material: Top Insulation Layer: 19 Top Insulation Size and Thickness:t-i Top Insulat m FastenerBonding Material: Base Sheet(s) & No. of PIy(s): afiscaN5 `a Ba S t Fastener/Bondin Mat VAC' �o V A S wI�.i.L J I' ToC) Ply Sheet(s) & No. of Ply(s): 2 P ^ebb' O f q PIy Sheet Fastener/Bonding Material: /44 kV- Top PI y:, g.e ai , tit=2. SJ r c Co- Number of Fasteners Per Insulation Board Field Perimeter 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 Manufacturers Details that Compt th IS 111 and Chapter 16. a i ., tb ANL.. (4 gID -r 'fit t4 _ Parapet Height Top PIy Fast =ner/ Bondina Material: s Surfacing: ` it��¢— 44.22 Mean Roof Height 2010 FLORIDA BUILDING CODE — RESIDENTIAL 1 HIGH - VELOCITY HURRICANE ZONES 1 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: ZP, 05?). 2. Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 59 , P2: - It P3: - 100 Maximum Design Pressure Product Approval Specific System: -1 S .� Method of tile attachment Roof Slope: :12 c, \ML® w 2c9 9 Steep Sloped Roof System Description Deck Type: la ype Underlayment: Insulation: *39 tb Fire Barrier: Ridge Ventilation? W �A Fastener Type & Spacing: dhesive Type: ype Cap Sheet: Roof Covering: Mean Roof Height: 2010 FLORIDA BUILDING CODE -- RESIDENTIAL sow. E41_,Iq Type & Size Drip Aa "° Ques e ` cyuk dge: 44.23 HIGH- VELOCITY HURRICANE ZONES 44.24 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mf. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt ®J Z 4 x ). e313 = 8' Z)- M, AN,. =Mr, Lor6t Product Approval Mr (P2 ' Os. e = Q ®M ) - Mg kbko, = Mr Product Approval M (Pin MI 01x X A 3 _ - Ms 6.6 p . = Mr Z o °. Product Approval Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height --p► Roof Slope 1. 15' 20' 26' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 • 6:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: x1: = x w:= )- W: cos 0: = Fr,; (P2 :x1 : == x w:= )- W := x cos 0:- = Fa: - (P3 : x 1: = x w: = ) - W: x cos B: = F's: P Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job She Roof Slope 0 Job Site Aerodynamic Multiplier 3. ProductApproval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated • Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE - RESIDENTIAL 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. 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. t16 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. (1b' 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. 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. U 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. ( Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove oaded 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. U�U 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. It may be neficial to consider additional venting which can re , It in extending the service life of the roof. Agent's Signature Date Revised on 7/9/2009 LD Contractor Si,' +ture Date • 1 lit'U.K1.i110 - KOOIing JysieIns 1 df,L `. Ui _Li The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the riling. The use of iunununi u1,1, gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3 /4 -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard@ RA" or "Tapered EnergyGuard@ RA" or "Energy,Guard® Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri -Ply@ Ultra-flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Firesh eld MB" at 21/2 to i gal/t l,n ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 Hi" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS irroducts in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any i luc kni'i Ply Sheet: — Three or more plies Type 61 or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAF GLAS@ Ply 61' hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any Om k.:1(,•1,. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". • Cap Sheet: = One ply Type 63 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri- Ply(H) Mineral Surfaced Cap Sheet " or "c;A1 GLASrf, EnergyCap" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4 ",. "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "C:Ai c;LAS,, EnergyCap" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. •Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -PlyH$ Mineral Surfaced Cap Sheet" or "(,Al-GLAS,ru EnergyCap" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote'"" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 http: / /tlat<thase.ul.c.. m!cti- bin /XYV /tcmnlate /1.:1SEXT/ 1 FRAME /show} ige..htm}':'name. -T... / 1 17. cortg,.coMPLI.4NCE OFFICE (BCCO) raOrwc•r corOrttOIL oivisior4 NOTICE OF ..A.C.CV„PTANCE NOA GAF Material orporation .1361 Alps. Rod - Wayne, NJ 07410 IVIIAM I-DA DE COUNIY.1-.1.0R113A METRO-DADE FLAGL.E i3UIL1)1-1•:C1 HO WEST FLAGLEN STREET, cl)ITE 1(03 MIAMI, FLORIDA. 33130-1.63 (305)375-Z901 . FAX 1305) 375-2908 SCOPE: This NOA is beingisstied under the.applicable rules and:regulations governing tht2 t)se of constrilciior, materials..The dceinnentation sitbrnitte.d has been reviewed by the BCCO and accepted by the 13uildin Code and Prodnct Review Committee to be used in Miami Dade County and other areas Mit rc allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. rhe Miami-Dade County ro u c t Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Couni:)) reserve the right to have ..this. product or material tested for quality assurance purposes. If This product eir material .tails to per60rin in the accepted manner, the manufacturer will incur the expense of slam fet and the AHJ may .limmetliately revoke, modify, or suspend the use of such product or material within their jtiriadiction. I3017.4 reserves the right to revoke this acceptance, if it is determined by Miami-Dadc County Product. Control DiVision that this product or Material fails to meet the requirements of the applicable building code. This product is approved:as. deseribed herein, and has been designed to comply with the Florida Budding Code and the.High.Veipeity Hurricane Zone ofthe Florida Building Code. DESCRiPTIOIC.GAY Conventional Built1JpRoofSYStem for Wood Decks. LA11EI1NG: Each unit shall bear a permanent label with the ma.nufacturer's name or logo, stalc 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. ha,. been no change irythe applicable building code negatively affecting the performance of this pr,:,cluct. TERANNOON ofthii NOA will occur after the expiration date or if there has been a revision or change in the materials,. use, andior manufaeture of the product or process. Misuse of this NOA as all endorsetrient alany.product for sales, advertising or any other purposes shall automatically term nal e this NOA. Failurep cOriiPlY with any section of this NOA shall be cause for termination and removal 01 NOA. ADVERTISrlytENT: The NOA nurnber preceded by the words Miami-Dade Count. Florida, and followed by the expiration date may be *displayed in advertising literature. If any portion of die NOA displayed; then **shall be done. in its entirety. INSPECTION:. A copy Of this entire NOA shall be provided to the user by the in a trfact u rC1' distributors and shall be available for inspection at the job site at the request of the Building CFflc i This NOA renews and revises NOA No 03-0501.05 and consists of pages 1 thro gli 19. The submitted do4Txritint4tion Was reviewed by Jorge L. Acebo. 022-2117.75R51715773 APPROVED NOA 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03120108 Page 1 of 19 Deck Type 1: Deck Description; System Type All General and Fire Barrier; (optional) Base sheet: Wood, Non-insulated 19/32" or greater plywood or wood plank decks Rase sheet mechanically fastened. System sLimitations shall apply. FirOutTM Fire Barrier Coating, V ersaS hield® Non-Asphalts:le F ber s- Dosed Underlayment or SeeurockTM. GAFGLAS° #80 ULTIMATM Base Sheet, STRATAVEN.f.0.,Elirninatur".i RUBBR.0:04\4odified: Base Sheet, R.IJBEROLD' 20, RUBEROID(' Heat_WeIdTM Sritooth or RIJ:BEIWID° HeatWe1dTM 25 hfise sheet IT; (11 i c'is 1 b, fastened todeck as described below; GAFOLASQ' Ply 4-, GAFGLAS! Flex Ply" 6, GAFCiLASG' 475 Base Sheet Li: any ,Of above Baae ssize:etiatta.ched.to deck with approved annular ring shank riailstind tin caps at. a fastener:spacing. of 9" o.e. at the lap staggered Lind in tv,'o rows 12" me. in the field. (1)/fatilnum Design Pressure —45 psf,* See General Limitation 47) Q.AFGLASOD Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS!' #75 Base Sheet or anyofaboveBaSeSheetSattacht0 . deck with Drill TecrM #12 standard, i1 '1 or 11.16 Scr6'ws and '3" fl 11-Teo steel plate or Drill-Tec114 AceuTrac Plates, 12" o.Jn3 roWs. .Orie.roW is.inthe 2" side lap. The other rows are equally .$14oticliRptaki*.toty 12" o.c. bathe field of the sheet. Pressure —45 psi, See General Limitation #7) .GAPGI,A$Qir Fie* Ply 6, GAFGLAS® #75 Base Sheet or any of above .E3 S C stiqpts attached to deck with approved annular ring shank nails and tin C ips at o fastener spacing of 9" (i.e. at the 4" lap staggered and in two rows 9' u c in the field. (Maximum Design PressUre —52.5 psf, See General Limitation # ) GAFPLAS® #80ULTIMATrd, RUBERO1D1' 20, RUBEROrrig' Mop. Smoot It. .174,56. Oieet attached to :deck wi.th approved 11/4" annular ring shank nails and mvrted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rOyyOntaggprd..,44 *faste!ixer .,spacitig of 9" o.c. in the center of the membrane . Desktiop ressure psf, See General Limitation #7) G.A.EGZ.A.S47Bsp.8hoot or any of above Base sheets attached to de( k with DrilItTecmi .412 stati*rd,:#14.oi # 15 SQrews and 3" Drill :Tee." steel plate or Dag-Teem AccoTrae:Ptes, 12" o.c. in 4 rows. One row, is in the 2" side 1.o. ThOothet rowsare e.cinaliy spaced approximately 9" o.c. in the field of the sheet. Othrtlint DeilgivPiesiure —60psf; See General Limitation 47) Any of above Base sheets. attached to deck approved annular ring shank nails and:r.invette,d Drill-Teem. insulation plates at a fastener spacing of 9" 0.c. at the 4" lap staggered in two rows 9" in the field. (Milichrtuni ) esigit'Piessure —60 psi:, See General Limitalion 47.) Fastening Options: Gi" irrall,M70-674.11 APPROVI:D NOA No.: 0'7-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAPGLAS® 1175 Base Sheet or any of above 1-ase sheets attached to dee}, 11 Dri1J7TOOT" #12 standard,414 or i 15 Screws and 3" Dri iJ'ecTM steel plate or DriiVredrm AeenTrae Plates, 8" O.C. in 4 rovvs. On row is in the 2" side lap. The:other rows are equally spaced approximately 9" 0.c. in the field oli the sheet. Deign Pressure —75. AV, See General Limitation 47) Ply Sheet: One or more plies of GAGLAS® PLY 4, #80 uurimA„ RUBEROIFP' MOP Smooth or 11.1.JOER,Ole 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./aq. Cap Sheet: (Optional) One ply of GAPOLAS®.Mineral Surfaced Cap Sheet or GAVGLAS®.EriergyCapli,4 Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EV'l- range and at a rate Of 20-40 lbaisq. Surfacing: (Optional, rcq.uired if RUBERO)D® MOP Smooth or R1...1.13EROID''' 2 (J is • membrane) lnatall one of the following: 1. Gravel or slag applied at 400 1b./sq. and 300 lbs./sq. respectively. a flood eost of apProyed asphalt at 60 lbs./sq. or applied i0 a flood coat of Le.kBUst�rTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gat/Sq. 2. GAFGLAS® Ivlincral Surfaced Cap Sheet, G AFGLAS® Energy Cap Mineral .Snrfacfed.Capsheet adhered in a full mopping of approved. aSphalt *applied within the EVT range and at a rate of 20-4C) 3. Leakl3usterTm•MatrixTm 303 Premium Fibored Aluminum Root Coating,.at 1.5 gal./sq. 4. Leak.Busterl.MatrixTm 715 , Leak BusterTM MatrixTM 322, TOtPd0A.3° MB+, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. S. Leak AustOrTM.Matrix114 602 MB Xtra. Elastoinerie Roofing Mernbrane, Energyeotell/ roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT° Surface Seal, TOPCOAT° Fireshield S13 Solvent based Elastomerie Roofing Membrane applied at Ito 1.5 gal./so 7. Advance Green Technologies Photovoltaic Laminate i•olar: energy collector auxiliary roof equipment installed in compliance with manufacturer's Specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 18 of 19 WOOD DECK SVS.TEM.LOOTATIONS: A slip sheet is required wail. Ply. 4 and Flex PIyTM 6 when used as ineellan lea 1:v lastcriud (:i• 2. Minimum .1/4" Dens Deeirm or 'A" Type X gypsum board is at.cevallle to over sheet. wood deck. GENERAL LIMITATIONS 1. Fire classification' is not part of this acceptance, refer to a current 'Approved Rcng Materiills Directi)0 for fire ratings of this product • 2. Insulation trio be installed in multiple layers. The first layer shall be attached in compliance with Product:Control ApprOVa All other layers shall be ;Adhered in a full mopping asphalt applied:Within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attacIled using fastenir3. All standard: panel.. sizes are acceptable.. for mechanical attachmont. When applied in appp .vccl Afr tkipa*tii 0:f the top layer pane] size shall be.41 4. An overlay and/or reboyery. board insulation panel is required on all applicatic•ns over clo::(.:cl insulations. when the base She.et is ftilly mopped. If no recovery hoard is used the base sheet shall he applied •traing•apot Mopping with appri:ived. anphatt, 12" diameter circles, 24" o.c,.; or strip mopped ribbons in the100. row, :00 11i each Siderap inid one down the center of the sheet allowing .On) area of ventilation; ri.eireling.of :the strips is not•acceptable. A 6" break shall be placed every 1.2' each ribbon to allow orbss:Ventilatien: Asphalt "applieaton of either system shall be at a min i niunl rate I 12 lbs../sq. Note: Slitot ,attsieheds.ysterns'iliall b lignited to a M2 X i M m design pressure of -45 psi. 5. . Fastener .Spacing: for ipanlatientittachinent is based on aMinim um Characteristic Force (F) hie cif: 275, lbf.,aatested'in-CornAnCeWith Testing Application Standard TA S 105, if the -fastener \ c 1 ld- tested;are below 275 Ibf...li*ilation,atta.Chrinefit shall not be acceptable. 6. Fasten-et-40On*. or #10)apiCar.attahltrient of anchor/base sheet or membrane ..-.11 tichnterit is based fa01:00:Te**14,.fsstAbleli.n ceikititittiOn with the maximum design 1,i1;Lle listed within 3 specific systern Shc>uId tbe ,fastener resistance be less than that required, as determined b\ the Building a revisodfa00.0 spaern& repared, signed Yand sealed by a Florida Registered Engineer, A rehiteci, Registered RbetCenSultant fnay be subMitted; • Said revised fastener spacing shall utilize the \'‘' I IlidI •;:: viql I resistausee value :taken from Testing Applioation Standards TAS 105 and ealcul;., lions in compliance with Roofing...ApplioatiOnStandard,RAS 7. Perimeter and -corner areas shall comply with the enhanced uplift pressure requirements ol these areas Pastener:densitiea;:aliallbo:increased for both insulation and base sheet as calculated in compliance Roofing AppIleation Standard RAS 117. Calculations prepared; signed and sealed by a Florida regibt eyed Professional*ngineekReolstered .Architect, . or Registered Roof Consultant (When this limitation is sPec11OPY:'.00.000fftt-thilts=NOA., Qe1iteral:tiintiitation #9 will not be applicable.) 8. • All attiehmeniandS10.44perimeter nailers, metal pre-file, and/or flashing termination d a I . . conforinwithiAOsitingApPtioationS,tandardRAS 111 and applicable wind load requ i rem en s 9. The i n a * n u n v . 4 4 g n e d l p r e s a u r e l i m i t a t . i O n hated shall be applicable to all roof pressure 7 011 CS (, . C . li Id perimeters, Neither rational- analysis, nor extrapolation shall be permitted for enhanccd fastening at eftbaflCedPrSSUre zones.(i:e perimeters extended .corners and corners), (\Alien this limitation is spcxfiea11y reterredt hinthiS,NQA; General Limitation #7 %,N, i 1l not be. ,,ap pliun hie. 10.. All products 'herein shall:have a. finality aisurance.andit in accordance with the Honda Building. Code and Rule 9B-72 of the Florida Adininistrative Code. • • ..,.;•.,•. • . END.OFTITIS ACCEPTANCE ,,a,V-67,-)23grozuri-D PROIAG NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 Edgc Nailablc Deck , • . *MIAMI-DADE "Delivering Evellence Every Day" Miami-Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Sheet • Roof Deck _.13 5, 4 Drip Metal Roof Mean Height: Drip Metal: I3X3 GALV Surfacing: GRANULES ft. Top Ply: . . ,GAF MINERAL CAP SHEET Interplies: GAFg.4ijrd ro Base Sheet: [GAF BLASSBASE 75# Deck Type: 5/8 PLYWOOD 1 MIA I• DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROI. SECTTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315 -2590 F (786) 315 -2599 www,miamidade•eovlpera, Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Zone of the Florida Building Code. DESCRIPTION: Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile 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 revises NOA# 07- 0710.07 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Stockton, CA., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 700 (Shake, Slate 1= 17" & Split Shake) w = 13" .58" thick Trim Pieces 1= varies w = varies varying thickness 2.1 PRODUCT DESCRIPTION 1. Stockton, CA 2.2 SUBMITTED EVIDENCE: Test Agency, Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. M AMI• ' ' E COUNTY APPROVED Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -0840 94 -060A 25- 7834 -2FA 25- 7834 -4PA 257814 -4PA Product Description Flat, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Horizontal Battens w/ 2 screws) Static Uplift Testing PA 101 (Horizontal Battens w/ 2 screws) Static Uplift Testing PA 101 (2 Screws) Date Dec. 1991 Dec. 1991 May 1994 March, 1994 Oct. 1996 Oct. 1996 Sept, 1996 NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier, 25- 7094 -2 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift TestingPA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (I Quik -Drive Screw, Batten Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar S) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date Oct, 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 2007 April 1999 June 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards Iisted section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12-0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 3 of 7 4. INSTALLATION 4.1 Saxony 700 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 700 Slate, Shake & Split Shake 8.1 1.417 1.08 Table 2: Aerodynamic Multipliers - R, (ft3) Tile Profile A. (ft3) Batten Application a, (ft) Direct Deck Application Saxony 700 Slate, Shake & Split Shake 0.289 0.313 Table 3: Restoring Moments due to Gravity - Me (ft -Ibf) Tile Profile 2 ":12" 3 " :12" 4 ":12" 5 ":12" 6 ".12" 7 " :12" or greater Saxony 700 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.03 5.72 4.98 5.66 4.90 5.57 4.80 5.45 4.68 5.31 4.54 5.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Screws 2 screws Saxony 700 Slate, Shake & Split Shake Battens 17.4 Direct Deck 28.70 1 Data noted in Table 3 is for installation with a 3" tile headlap. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxony 700 Slate, Shake & Split Shake Adhesive Set' 75.82 1. 31VI' M 2- Component Foam Roof Tile Adhesive AH -160 2. Average patty weight was 45.6 grams Nn MI.DADE • UNTY APPROVED NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 4 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". BORAL ROOFING LLC SAXONY 700 TILE TILE (STOCKTON, CA.) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 5 of 7 NAIL HOLES PROFILE DRAWINGS 1 1.18 "(slate) 1 114' (s)ieko) 11 WATERLOOK 1216118" SAXONY 700 CONCRETE ROOF TILE (SLATE MODEL) OVERLAY SAXONY 700 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 6 of 7 SAXONY 700 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12- 0308.02 Expiration Date: 12/06/12 Approval Date: 06/14/12 Page 7 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 ,f e,ki '' PRODUCT CONTROL SEOCTION ERA) 11805 SW P.6 Street, Room 208 t Florida 33175 -2474 (786) 315 -2590 F (786) 315 -2599 www. mi a mid ad e. g ov /p a ra SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Zone of the Florida Building Code. DESCRIPTION: 31YfTM 2- Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications TAS 101 Product Description 3MTM 2- Component Foam N/A Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMI•DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'— MS F \2/ —W MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 . dispensing equipment only. 7. 3M1'M 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nall through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Eave Closure Nall through plastic cement Eave course only: Keep adhesive approx. 41n. up from wee holes Paddy (Beneath Tile) Nall through plastic come 21 EaveCourse Fascia Keep adheshre approx. 4 in. up from weepholos Underlayment 1 10 In. Paddy (Beneath Tile) Weephole Eave closure Drip edge Underlayment 1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for square inches le contact with the pan tile steep pitch appllcadons To 1 tn. From outside edge of cover tile. Then Install the tile. .0140wr 40 4 2) Tom covers upside down. Plate adhesive 112 hi` 10 In. Underlayment 1 Nall through plastic cement Eave Closure MIAMI•DADE COUNTY APPROVED Fascia Remov top portion of the save course cover tie. Abut to second course of pan toes. Ensure esve end of pan and cover tiles are flush at save line. Eave closure (mortar shown) Weephole Fascia Bo Sheathing Optional Pohd •up Mortar on longlt a oal edges of tile NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nail through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Eave Closure Nail through plastic cement 44041T}‘46 � in. Eave Course Underlayment 1 Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge Nall through plastic cement Underlayment Paddy (Beneath Tile) Eave Closure NOA No.: 12- 0228.18 Expiration Date: 05/10117 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) '1/44n. 1 x3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile 441‘ t • Eave course 2 In. X 7 In. medium slze paddy eave Fascia course only MIAMIOADV COUNTY APPROVED Nall through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 In. x 7 In. medium size paddy eave course only r 3 in.x1. 3nin. 4 2 in. %44\j 7:77 Single paddy on top of tile 6177 Eave Course Single paddy on under- layment Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile ter 3 in.x 3 in. Single paddy on underlayment 41n Single paddy on top of tile Eave Closure Eave Course 2 In. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 C`� 0 NSU RANCE (AC# 0311027 TTIOS 17DCUk9Lt +T HAS ACOLORED OAORDHOUND, f ICROP IN M2C,_. LEIt(:MARk :'PATED7r0 PAPEFI DATE, STATE OF FLORIDA DEPART GON9TRIIC R ERY LxCE2+ NA B ARELA'TION The GENERAL CONx'RACTORCGC0(11773. Under the provision of Chapter'489'FS. Expiration date: AUG 31, 2014.. SA TO IA NUMBER 128 ©58812 SEQgL120R28 02219 Named be /ow IS CERTIFIED • ADVANCED � CONSTRUCTION SERVICES GROUP INC 5910 SW 93 PLACE ASIAMI FL 33173 RICK SCOTT GOVERNOR TAY AS 1tt:0+.JJI r:11 BY LAW KEN LAWSON ST:CI ETARY ztoz /zt /zt 3 7 k SS NA ME /WOMAN/ ,i, ub —:: t too t ry n:' `� 3� 7s�ACIWT•,•'s =:'L, t ql OAlil .iONJ FIRST-CLASS -i ' • MS. POSTAe PA':. _- :,i.... _9:`tb MPAM[. FL 1'PIPS I� nenr ` `' ` ; - - Fermi' NR_ 231 ADVANCE CONSTRUCTION SERVICE GROUP 910 SW 93 PL 3317$ U lIN DADS COUNTY OWNER sac. COHSTRuC - svc GROUP INC I ofBuaufett 'RAL s3ux+.r rNe CONTRACTOR WORKER /S a t6 sq An4 etr.+ . AoW M Q g '$Qrua armunrarrr 4JW Qfrwp7/ES, pnM� IIULSIFN,, Eetp7 tl!'E fkg al AwLI I4 E AoQUWrY IYt tATV - VHS 19 Ito► 712.11OJ4Lik nr VIEWSOiHB RjhLtt7pA- }ILty9 BAH Nptt:(bJ fY FAY 08/22/2012 09010046001 000075.00 92CMPT NOON WAL STATE# CGC001773 392118 -7 Ste'.(MW SU)E W NOTFOTAVAP1D ADVANCE CONSTRUCTION SERVICE GROUP INC O r 5 5910 SW ANZ PR)rS MIAMI Pt 33173 tlnt�tt�t, lll!tr:� r f r r rrl �t!��ril l i. 11)1' 1!i4111 ?TO? /Zt /zz O." 1,1i Va. •—te. :47." • 4: "ma. • /En■ • • . . . . : 2:•7771=1-...4.7 ZNSUR-ANCI e..52C NT Miami, 172 33:25 (305)1549-556E 1 INSURED A.D.V.P-SC2 CON'STROCT:ON SE 0.7 1-2R 5 PI SI:c 93 MIAMI,- 1 33173 COVERAGES OF LIABILITY INSURANCE , 12/6/2012 THIS CERTIFICATE IS ISSUED AS A MATER 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. l'FIE POLICIES D.= LISTED BELOW HAVE • ANY REOU'RE!,1EN- TERM OR CONDfTION OF ANY MAY FERIA: \ S-CE AFFORDED BY THE pouc:r..s AGO RECA-E SI ,OWN MAY HAVE ESE oNSR - • DATG(Mm.IDDIYYTY) 1 INSURERS AFFORI4NG COVERAGE °S GROUP iNSJRE A. ArLANZICI Gakklrafri itcsuRAmcs co IftslAeRi• .112•1SURER C• (IsISUBER D: i INS4RE-R iNAIC# CAR ite.02 7vnc'r • A AC15 6393PC 03:-N2-na X CCvv,...q.C.L.L atr.m.:RN, 1 EEN ISSUED TO THE INSURE:0 NAMED ABOVE FOR THE pow, PERIOD LNDICATED. NOTWITHSTANDING ONTRACT OR OTH-nR DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE issueo LICIES DESCRIBED HERE:N IS SUBJECT TO ALL THE TEFtMS, EXCLUSIONS AND CONDITIONS OF SUCH N REDUCED SY PAID CLAIMS. OLICY NUMBER X OCSUR 7 .C.P,-Q z.T ANY:V.:TO CAViso. : : • *.7r:r...? et, NC:N • • — .••■•■••• ANYAL!TO P0 'r EP,46YrVE : i N DA'Moo,vDDIYY1 DATVEMANDDNYI LIMJTs 02/09/12 02,4)9/13 • EACH OCCURRENCE e 1 000 000 ;MMMWTURCRTEr---÷—"-j- 4PREt,...o.,r ; NEC EXPO:Vane perp:K3 i 3 5,00.11i ! PERSONAL &ADVKJURY 1,0Q0 000 GENSRAL AGGREGATE ; $ 2 000 00 aptuam-cmisvoPmwis 2,000,000 CLAN:4%4AL* WORKERSOCVP:::.3A-L:7;NANI:: EMPLOYERS' : 7 Y "NY FC'•••:R' • If trae• sin.cur, .R C.V.Z:Cn$ COMBINED SINGLE LIMIT (E.4 midst% aC01LY INJURY (Pre person) BODLLYINJURY (Poraccident) $ 6 • $ ; PROPERTY DAmAGE (Pcf*r.dclerg) : s AUTOONLY -EAACCIDENT $ OTHER THAN' EAACCiS AUTO ONLY: AGO $ :eACH OCCURRENCE 3 AGGREGATE s : • I : .151tin TORYLIMMS LELCAcD4-F • S E.I. DISEASE - EA EMPLOYEE $ El. DISEASE POLICY UMIT I 6 Nernonaormoki DEECRIPTiON OCA':ONSIv15,-:CLES/EXOLLIS NS ADDEO EY Ets:DORSEItTENTiSPECIAL PROVISIONS REMODEL/N CONTRACTOR 97%,R0 PING CONS/STING OF 5% CO1MRCIAL,95% RESIDXNTIAL CERTIFICATE HOLDER MIAMI SZORES BUILDING 003C XE 2ND AV M71vvII SHORES 1.7L 33138 AOC} RD 25 (20 1C8) t00/ E00'd 8E9E0 EPARTMENT CANCELLATION SHOULD ANY °Frig ASO DATE THERSOF. THE ISS NOT TO THE CEP.TFIC DESCPCNO POLICIES SE OANCALLEO BEFORE THE Expiroy10N ING INSURER NALL ENDeAVOR TO two_ 30 DAYS oatirrEN TE HOLDER NAMED TO THE LEFT. OUT FAILURE TO DO SO SHALL IMPOSE NO 0131.3 -CATION OR LIABILITY OF ANY KIND UPQN THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE L• ,dp ezZe'-- C ACORD PORATI ON 1988 6E:E1 ZTOZ/ZT/ZT 1 4 * ATER STATE OF FLORIDA AL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO RE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW )CTION INDUSTRY EXEMPTION 04-25-2012 ** ies that the individual listed below has elected to be exempt from Florida Workers' Compensation law, /E DATE: 04/2512012 EXPIRATION DATE: 04125/2014 GONZALEZ , HIRAM 134275589 S NAME AND ADDRESS: CnNSTRUCTION SERVICES GROUP INC 43 PL FL 33173 ( ;t SINES'S OR TRAM: aaCT MANAGER, co 2- CERMIED GENERAL CONTRAC7OR zioz /zi /zt . . h wk.' :111 .001 ". .1 . "' •' 1.::..11 111.1•1 .7111. --1•1, 1. . • I,.:••. 1. , 1., II .• .I1 ••1.• 11.11.'i 's .1 .1- -414 11s• 11 ! '-1 .1• 1' •; 1.-- 1 II' . ,••• • .•. !.! !.. - • •!, -„..1111.1 itr.• I- 1...1 10. In.' I. • -- • I . • , . •:1 . 11..111 vi 1 >I, I I. • ,1 ..... .•• r•••■,-1 “. 1 o•- • . .11 al • ! • • - . .1 t i • 1 • .! • .'• • r 11 • 0: • . . 1 ,•! no. CO •... • 1.. ..... •1 ...s• .•io ' - 1•11... 1.2,- •1••11.,11t11.•14, •":1111 • ••• • - 1•• , I • • i•.•■ • I t:Li.Il i1 i1 i ryir ! :i : c,