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FEES DU>;:'�- , ^ RECEIPT #: Permit #: /vv Planning & Development Services Department I k Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 St. APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 2. Parcel ID Number: 4 4 -2 - 3. 4. I-NO-5 SCANNED Sy Lucie County Office Use Section Townshi Range Map Page I Zoning Land Use Initials Only eo Description of Project or Work Activity: of C x I C. -A-;,%T7t!;J Total Roof Area (square feet): 2, Q 3 q 5. Roof Pitch:6112 6. Type of Roof: [ ] Fiberglass Shingle [ Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other ] Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S: 553.844 will be required. 7. Owner Information 8. Contractor Information Name: %[ =As --- It k A FL Reg/Cert #: C C -COS" 7{ % K Address: iyrie Cc�rap�ts. County Cert #: �T City: e5 mp%1%d& State: A Business Name: kp n}i h s Zip: 9 a 3Z g Phone: Cell Phone: 7-72 2 6 9. Value of Construction: S It o! -eQA66)D L*"'Zetil;bF . C4"0wi "Note Dry -in and Final Inspection Required. Additional inspection iS4*4yerequired per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all the ormati contained in this application is correct and that all work will be done in compli c a pplicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME S701URE OF QUALIFIER/OWNER 10 v 1� T- St L STATE OF FLORIDA, COUNTY OF • GaIG _1°Riot ACKNOWLEDGED BEFORE MEJTHIS DAY OF J Ck n 20_, BY �_` u mb � � v 1Z '0 WHO IS PERSONALLY KNOME OR HAS PRODUCED AS IDENTIFICATION 0 o 3 � v L � 0 er 0 oo�o SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (seal) g m iv n rn A COMMISSION NUMBER 0 T_ A 00 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P N O G E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR L ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLEFS THE CIRCUIT COURT - SAINT LUCIE CC,''c[ FILE # 3914062 OR BC. l594 PAGE 1428, Recorded 01/09/2014 02:17 PM Permit No. NOTICE OF COMMENCEMENT � Tax F.U. N..9q1'-b0y`00QS'Q6 State of Florida County of St. Lude The undersigned hereby gives notice that improvement 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. General description of Improvement- r004 3rj{$I-2Q3i�� 2 Owner Infotmlipn or ee inforLtt .1 if the Lessee contracted for the Improvement: l371 NW rbft,NdeeBv, Name Vl {S nYsn 1{nt�[ AI /4 Address 1 11nw ap%A N . Des �O1q A Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractors Name:_ _ Zqpsm.�. contractor Address: Phone Number: 9 S Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i) OP., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner. - to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 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, FLORI DA 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 COMMENCEMENT. U er penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of m kn edge belief. -N, LAA (51 n ure of Owner or Lessee, or Owners cr Le s Au 'ted Officer/Director/Partner/Manager (Signatory's Tide/Office) The foregoing lnstrumen/-w;ays acknowledgecl before methis /-2 day of `Clrr B-�/ Z0Z5 1, ,, BYI )4 6-t/^ ` aA,41111,-,. IJ �S) G %1.2�% for ,� i {7 L�YY1 L me of rs 0 Type of authority (e.g. ofQcer, trustee) Party on behalf ofwlWm Instrument was executed Pennn�e�. k, V or produced Identification_ ignatur o otary Public - State of Florida) (Print, T pe, or Stamp Commissioned Name of Notary Public) Type of identification produced _. AUDREY SCHUCHER eMY COMMIISION a EM0019 MAMMARMA t., �. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHiS IS A TAI11: Ahffl PnnnrnT I INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Total Roof Area 5. Type of Roof 6. Owner Information 7. Contractor Information 8. Value of Construction Indicate the street address or general location of the property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or resurfaced. Indicate the name and address of the owner of the property on which building activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St. Lucie County Roof Permit Application rev. 3/1/2009 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort 'Pierce, FL 34982 ' t, 772462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # S Lc I H O l— 0103 I, Jo►'1 Dvee� , licensed as a(n)Contractor*/Engineer/A�chitect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about ( — 2--7' — 14 . 1 did personally inspect the roof deck nailing (Date) work at: 3 Z `�- I I- I- Itgouv2 R-4 V a L V 6 (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.) .� G c - (-- 0 Signature and Seal License # , STATE OF FLORIDA COUNTY OF MAdzn I�j Sworn to and subscribed before me this y day of 20 �,s •,vo by Jo J &'24aJ Who is personally known tom r who has produced as identification. �0,9,eA.��• Notary Public, State of Flo 0 Q d 0 Signature of Notary: w 3 a Commission Number: -� (Seal) a = N p H n N j io En 01/19/2011 m 0 T_ A O N O. O1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 3498Z 772-462-216S or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # S LG N Q 1 - 0 1 0 3� I, 30IJ 1)vak,.,,j licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *Generut Building, Residential or Roofing Contractor or any individual certified under 468F.S. to make such an inspection. On or about i - _ , I did personally inspect the roof deck nailing (Date) work at: 1 3Z 4.A.60yV>— &G 1.- (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.) Signature and Seal License # STATE OF FLORIDA COUNTY OF L^ /Ty Sworn to and subscribed before me this jday of 20 1 by Jve1 6%JA-k tj who is personally known to r who has produced as ident cat on. oa.b Notary Public, State of Flo ` Q e 05 Signature of Notary:_.__ Commission Number: (Seal) t3t� N s En 01/19/2011 o m m 0 % 0 N RECEIVED FEB 04-1014 AAAA ti h 0 z0 0>w Q vo3 Wow 1 vz� J J 0 mW 0m az g0 9L :o ;z Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: E 1n gr u Notice of Acceptance Number: l Z. 0 2 , 0 1 Minimum Design Wind Pressures, U Applicable (From RAS 127 or Calculations): P1: 3�1.� P2: � P3: Maximum Design Pressure From the NOA Specific S stem : g . Ot Method of the attachment: L a r a -e I�agt v pa I v Pr b a Steep Sloped Roof System Description Deck Type: Roof Slope: 12 Ridge Ventiiation? Mean Roof Height: Two Buren C.-005*V Type S Spacing: OOI OR ATRACH iesive Type 7yp Cap Sheet: oof Covering: Type S Size Drip dge: �D I [E 0 F. 0 w F. A C(Oplf LE Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Pen -nit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for M,with the values from Mr. If the Mt values are greater than or equal to the Mr values, for each area of the roofs then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" �—a"--I (P,: a x _ I 1— Mg: 32 = r4i,3 - 19, NOA A* (PZ: 6g• 1 : B = IOU& -Mg: 2.3 (z NOA 11* AUL449 . (P3: 0'1 0. `7 z X . 84 = I%.1k) — Mg: —1 .32 = Ai z •� NOA A* 118- q Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (ilsr) From Table Below 2 6 , Li NOA A* 1 1 S• 9 M, Required Moment Resistance* Mom Roof —- Roof Slope lOM / , 2 15' 20' 2S 30' 40' 2:12 36.5 .T 42.2 :2 32.2 A 38.0 3. 39.8 4:2 30A 32.2 33.8 35.1 3.3 &.12 28A 30.1 3.6 32.8 _ 34.9 6:1 2 A 30. 32.4 24A 25.9 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 the systems use Method I Compared the values for F' with the values for F,. 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" (Pi : z l: _ z w: = ,J — W: z cos 8: F,,: NOA F', (P:: z 1: _ _ z w: 6 _) — W: z cos 0: =Fry: NOA F' (P3 : z l: = _ z w: _ _) — W: zeds B: = Fri: NOA F'. Where to Obtain Information Description Symbol Where to find Design Prommv Pl orP2 orP3 RAS 127 Table 1 or by an engi miag analysis pngwed by PE based on ASCB 7 Mean Roof H ' H Job Site Roof Slope g Job Site Multiplier NOA vzl� In ftftling Moment due to Gravity M2 NOA Attachment Resistmw Mr NOA Required Momad Resistance K Calculated F NOA -blininnunAttaduncutResistanm Required U litt Resistanea F, Calculated Avema eTile W ' NOA Tile Dimensions 1= length w= width NOA All calculations must be aobmitted to the Buildin&Offlcial at the *=49pawit application. Jor bkA .no BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9" Ave � f °T�� � Tn Okeechobee, FL. 34972 Ov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation 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 No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. CONCEALED WON OR ATTACH ARE Tile 11PONS161ldTYOFTHE CO ' 0MCORD NOA No.: 10-1202.01 Expiration Date:12/08/15 Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof_ Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 16'/2" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. - Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 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 in accordance with TAS 106 may required, refer to applicable building code. 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 listed 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. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.:10-1202.01 Expiration Date: 12/08/15 MIAMMADE COUNTY Approval Date: 12/30/10 Page 2 of 5 If Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - ft3 Tile Profile X (ft3) Batten Application % (ft3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile 2": 12" 311: 12" 411: 12" 511 : 12" 6": 12" Greater than Profile 7": 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 _T 65.5 48.3 1 Installation with a 4" the headlap and fasteners are located a minimum of 2'/2" from the head of tile. MIAMI-DADE COUNTY ,.ya l® ` NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum AttachmentResistance Plantation Tile Adhesive 37 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TlleBond Average weights per patty 13.9 grams. Polyfoarn Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Sin le Patty Adhesive Set System Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Pol Pro7h° 118.9 Pol Pro TM 40.4 4 Large paddy placement of 45 grams of Pot Pro rm. 5 Medium paddy placement of 24 grams of Pol Pro TM. Table 7: Attachment Resistance Expressed as a Moment - M f (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear.the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E", where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/11 Page 4 of 5 h PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 5 of 5 (RAS)No. 120 screws and of suffl- ..._wvoaaoeenE cient length to gene- [rate a minimum of ,r-moamem+oawoee tuacatnassurrEraa+rcu 314 in. into nailer '/�"/ board lapping tile a ,,ra.w•Nor o'rreonexr minimum of 2 in. (Approved adhesive, in .lieu of nails or _ screws, is permitted when using Details 2 and 3. When using - adhesive hip and ridge tiles shalt be in- aocruwaarxuaa ----�" t- stalled in accordance erreanarae ---'j with the adhesive manufacturer's Prod- eumatnv,evo7---j uct Approval.) (cc), Use approved adhe- nwam oeaa sive or clips at over- DRAWING 15 laps. RIDGE BLOCKING DETAIL 2. Mortar: (na) Set hip and ridge file in a cominuous bed of DETAIL 1 mortar, lapping tile minimum 2 in. En- sure bed of mortar "K does not protrude in center of hip or ridge junction. Approxi- mately 1 inch (25 rare) of field file shall . . extend beyond bed of mortar. (bb) Install hip and ridge tiles with approve corrosion resis at nailsorscrews suf- ficientleogth pene- DETAIL {State a tni mum of ' /a in. 1 o nailer board. (A ved ad-"— wm,\ coenxw�semacrxnwm hesive, in 1 eu of nails a�i+,'98imu°�rna+acw or screws, permit- ted when u. •ng De- tails 2 and 3. Yhen using adhesive, and ridge tiles be installed in accor- dance lvith the adhe- sive manufacturer's Product Approval.) 20— )DA BUILDING CODE —TEST PROTOCOLS HVHZ - - .. - ... (RAS)120.15 M M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/pera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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: 3Mrm 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. In 11 The submitted documentation was reviewed by Alex Tigera. LF NOA No.: 12-0228.18 MIAMI•D®UNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: 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 Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 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. L PY E M, PHYSICAL PROPERTIES: Proper Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMI•DADE COUNTY Test Results ASTM D 1622 1.6 lbs./ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft' ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 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 Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 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 W OPI Z' "L '&'M: U�' (C ( ) P Y F'= MS LIM NOA No.: 12-0228.18 MIAMI•DADE COUNTY Expiration Date: 05/10/17 �Fgu. , fxwz Approval Date: 05/10/12 Page 3 of 7 • 71 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 beset 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 RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 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 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. Nail through plastic cement Underlaymerd 0 0 1 10in\ in Eave Course Eave Closure ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) j Fasda Eave course only: Keep adhesive approx. 4 in. up from weepholes Nall through plastic cement Paddy (Beneath Tile) Undedayment - - 10 in. 2 in. Eave Course Eave Closure Eave course only: Keep adhesive approx.4 in. up Fascia from weepholes Undedayment 10 in. 112 It o o -\ Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Paddy (Beneath Tile) I %` Fascia � Weephole Eave closure Up edge 1) Place enough adhesive to achieve V to 23 Optional2x4's for square Inches In contact with the pan tile steep pitch applications Nail through plastic cement 2) Turn covers upside down. Place adhesive 112 in. To 1 in. From outside edge of cover tile. Then install the tile. o Underlayment 1 � o Remov top portion Sheathing of the eave course cover tile. Abut to second course of Optional pan tiles. Ensure eave end of Point -up Mortar pan and cover tiles are d flush at eave line. elongitudinal edges of the Eave closure Weephole Fascia Bo r (mortar shown) - - P NOA No.: 12-0228.18 MIAMI-DADE COUNTY �• () Expiration Date: 05/10/17 . Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement ( "-� , paddy (Beneath Tile) Undedayment 7 in, in. Eave Closure Eave Course Fascia NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nail through plastic cement �* Single paddy \�. 3 mundertile I x3in, I i Single paddy on 2 in. 4 in. under- o/j layment 00/ Single paddy' on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nail through plastic ce (between tile) Paddy Underiayment \ (under tile) I §11-in.x 3 in. --- Single 41°'1 ,�? in. paddy on under- layment Single paddy Eave course on top of tile Cave 2 in. X 7 in. medium Course size paddy eave Fascia course only 00 Nail through plastic cement Single paddy undertile Single paddy 0 between tile r 3 in.x 3 in. In. --- -___ Single Single paddy on underiayment 2 in. Single paddy Eave Closure on top of tile 2 in. x 7 in, medium Eave Course size paddy eave course only Fascia Single paddy under tile Single paddy between tile 2 in. x 7 In. medium size paddy eave course only /� Fascia Weephole Eave closure Drip edge END OF THIS ACCEPTANCE LE COPY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 1, E-Codas - 10 W , Oore Mptions Florida • State • [ 2010 Florida Building Code: Test Protocols (First Printing) ] Roofing Application Standards (RAS) Chapter No. 120 - Mortar and Adhesive Set Tile Application Printer "'Rlce dly Contact Us I Help Table of Contents (D(o Section 1. Preformed metal without returns 16 in.Section 3. Set the in stepped course fashion or in a horizontal and/or vertical fashionSection 4. Lay succeeding course of field tile in same manner.Section 5. Cut/break field tile to form straight edge at center of hip/ridge. G Section 2. Mortar: P.Y `D,1. Scope This application standard covers the procedures for installation of mortar or adhesive set roof tile systems. This standard shall be used in Conjunction with the tile manufacturers Product Approval and RAS 127. T7,2. Definitions For definitions of terms used in this application standard, refer to ASTM 1079 and the Florida Building Code, Building. NOTE #1: The following table provides the contractor with the choices available for underlayment systems. These systems can only be used on pitches designated in the table below: Roof Pitch Choice of Underlayment Plastic or Compatible Roof Cement at Nails Penetrating Underlayment Reference 1. ASTM D 226 Type II #30 or ASTM D 2626 (#43) inorganic base nailed 2:12 or greater to deck, min ASTM D Required 3.01 A 6380, Class M or WS, Type II (#90) organic cap sheet set in Type IV hot asphalt. 2. Any product approved underlayment system with a mechanically fastened base sheet, and cap sheet per Product Approval 3.01 B, C, D or E set hot, cold, or self adhered. This Roofing Application Standard covers flat, low and high -profile roof tiles, using a minimum 2 in. tile headlap, or design limited headlap as specified in the tile manufacturer's Product Approval, on minimum 15/32 in: solid decking nailed in compliance with Chapter 23 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. PARTI-GENERAL , 1.01 1D. A. Tiles shall not be installed over wet underlayment where moisture prohibits adhesion of mastic, mortar, or adhesive. PART II - MATERIALS lb,,2.01 Fasteners: %D,A. Tiles Fasteners: %,1. All roof tile nails or fasteners, except those made of copper, Monel, aluminum, or stainless steel, shall be tested for corrosion in compliance with TAS 114 Appendix E, Section 2 (ASTM G 85), for salt spray for 1000 hrs. Tile fasteners used in coastal building zones, as defined in Chapter 16 (High -Velocity Hurricane Zones), Florida Building Code, Building shall be copper, monel, aluminum, or stainless steel. 93, 2. All roof tile fasteners shall be of sufficient length to penetrate a minimum 112 in. through the thickness of the deck or to penetrate into a 1 in., or greater, thickness of lumber not less than 1 in. 13, B. Underlayment Fasteners: '1,1. Fasteners shall be in compliance with Section 1523 of the Florida Building Code, Building (herein referred to as "Approved Fasteners"). 'A, (aa) Nails shall be minimum 12 gage, annular ring shank nails having not less than 20 rings per inch; heads not less than 3/e in. in diameter, and lengths sufficient to penetrate through the plywood panel or wood plank decking not less than 3/16 in., or to penetrate into a 1 in., or greater, thickness of lumber not less than 1 in.. Nails shall be hot dipped; electro or mechanically galvanized to a thickness sufficient to resist corrosion in compliance with Appendix E of TAS 114. All nails shall be Miami- Dade listed for corrosion resistance. All nail cartons or carbon labels shall be labeled to note compliance with corrosion -resistance requirements. Qi-I"' , (bb) Such fasteners shall be applied through "tin caps" not less than 1s/. in. and not more than 2 in. in diameter and of not less than 32 gage (0.010 in.) sheet metal. All tin caps shall http://ecodes.eyberregs.com/egi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b1400v10/st fl st b1400v10... 1/27/2014 E-Codes 10 be Miami -Dade listed for corrosion resistance. $m, (cc) Prefabricated fastener systems complying with Section 1517.5, Florida Building Code, Building may be used, provided they are Miami -Dade listed for corrosion resistance. �b„2.02 Metal Flashing: 'L:=]a A. Flashing materials shall comply with the requirements set forth in Chapter 15 (High -Velocity Hurricane Zones) of the Florda Building Code, Building. %,1. Metal accessories for roofs shall be not less than 26 gage galvanized, 28 gage stainless steel, 16 ounce copper, 0.024 inch (0.61 mm) thick aluminum, lead sheet with a minimum 2.5 Ib/sf or equivalent non- corrosive lead metal alloys or composite materials manufactured for use as roof termination. All composite and nonmetallic flashing materials shall have Product Approval. In, 2. Metal accessories may be of a manufactured, shop fabricated or field fabricated type, provided the materials and fasteners are in compliance with the minimum requirement of this Code and shall be installed in compliance with methods set forth in RAS 111. Ta, 2.03 Asphaltic Adhesive: ID, A. Asphalt plastic roof cement - conforming to ASTM D 4586, Type II, nonasbestos, nonrunning, heavy body material composed of asphalt and other mineral ingredients. 'L:39 B. Cold process modified bitumen roofing mastic - conforming to ASTM D 3019, Type III. 'b, C. Asphalt - conforming to ASTM D 312, Type IV. 1b , 2.04 Adhesive/Sealant: $Oro A. Structural bonding adhesive - conforming to ASTM 3498. '0, 2.05 Mortar. 'L:-],A. Materials: 1b,,1. Roof the mortar shall either be a premixed unit having an ProductApproval and tested in compliancewith TAS 123 or a job site mix approved by the building official and in compliance with RAS 113. Q:D-, B. Mixes: 'G,:1. Sand/cement mixes, job mixed or premixed, shall meet ASTM C 270 requirement for Type M mortar (2.25 to 2.5:1 sand to cement ratio). 9h,.2. Lightweight aggregate/cement mortar must be premixed and bagged. 1b,2.06 Eave Closure —CHOOSE ONE of the following: 'L:1a A. Prefabricated EPDM synthetic rubber conforming to ASTM D 1056. 1=1, B. Prefabricated metal save closure must contain minimum 3/s in. diameter weepholes, spaced not more than 12 in. apart, flush with the underlayment. 'Ll , C. Prefabricated concrete or clay eave closure. 'E3, D. Mortar (color optional) on granular surface underlayments only. 121, E. Antiponding drip edge. %, 2.07 Sheathing Material shall conform to APA rated sheathing, in compliance with Chapter 23 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. �1, A. Battens -material to be decay resistant species or pressure treated in compliance with AWPA LP-2 or better. PART Ill - EXECUTION 'bw 3.01 Underlayment Applications - CHOOSE ONE of the following: NOTE #2: Anchor/base sheet shall have a minimum of two plies in the valleys. Cap -sheets for mortar set systems shall be mineral surfaced. A No. 30 or No. 43 can be used as a dry -in prior to installing the underlayment with this system. 13, A. Hot Mop 30190, Hot Mop 43/90 (See Drawing 1). A No. 30 or No 43 anchor/base sheet ASTM D 226, Type 11, or ASTM D 2626 shall be mechanically attached to the wood deck with approved fasteners spaced in a 12 in. grid staggered in two rows in the field, and 6 in. on center at the laps. Extend anchor/base sheet a minimum of 4 in. up vertical surfaces. Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a minimum of 4 in. Over installed anchor/base sheet, apply one layer of mineral surfaced cap sheet ASTM D 6380M in full 25 Ib./sq, ? 15 percent mopping of asphalt. End laps shall be a minimum of 6 in.; head laps shall be a minimum of 3 in. and back nailed 12 in. on center with approved nails through tincaps or by Miami- Dade listed prefacbricaled fasteners in accordance with Florida Building Code, Building 1517.5.1 and 1517.5.2. NOTE #3: The above system may be upgraded by hot mopping an interply of ASTM listed fiberglass or perforated organic felt to the anchor sheet before applying the cap sheet. Asphalt application shall be per above specifications. TD, B. Hot Applied Product Approved Underlayment System (see Drawing 1). An anchor/base sheet shall be mechanically attached to the wood deck (unless directed otherwise by Product Approval) with approved fasteners spaced in a 12 in. grid staggered in two rows in the field, and 6 in. on center at the laps or as specified in the underlayment manufacturer's Product Approval . Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a minimum of 4 in. Over installed anchor/base sheet, apply one layer of cap sheet in a full 25# /sq. t15 percent mopping of asphalt. End laps shall be a minimum of 6 in. on center, head laps shall be a minimum of 3 in. and backnailed 12 in. on center with approved nails through tincaps or by prefabricated fasteners in accordance with Florida Building Code, Building 1517.5.1 and 1517.5.2. 'k], C. Cold Applied Product Approved Underlayment System (see Drawing 1). An anchor /base sheet shall be mechanically attached to the wood deck with approved fasteners spaced in a 12 in. grid staggered in two rows in the field and 6 in. on center at the laps or as specified in the underlayment manufacturers Product Approval. Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a minimum of 4 in. Over anchor/base sheet, apply one layer of cap sheet in a continuous layer of cold process adhesive at the rate of 1.5 gallons per 100 square feet or at the rate if so stated in the Product Approval. Adhesive shall be applied uniformly in accordance with Product Approval with a squeegee or knotted brush. Cap sheet side laps shall be a minimum of 6 in.; head laps shall be a minimum of 3 in. and backnailed 12 in. on center with approved nails through tincaps or by prefabricated fasteners in accordance with Florida Building Code, Building 1517.5.1 and 1517.5.2. SM, D. Product Approved Anchor/Base Sheet/Self - Adhered Underlayment System. The roof cover is terminated at approved metal flashings. Any approved anchor/base sheet as listed in the Product Approval shall be mechanically attached to the wood deck with approved fasteners spaced in a 12 in. grid staggered in twoOws in the field and 6 in. on center at the laps or as specified in the underlayment manufacturers Product Approval. Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a minimum of 4 in. Over anchor/base sheet, apply one layer of any Product approved, self -adhered underlayment in compliance with the self -adhered underlayment manufacturers' Approval/Requirements. E. Self -Adhered Underlayment (Single Ply). A single -ply underlayment system utilizing any Product approved self -adhered underlayment. The roof cover is terminated at approved metal flashings. http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b1400v10/st fl_st b1400vl0... 1/27/2014 .E-Codes 10 Apply one layer of any self -adhered underlayment in compliance with the underlayment manufacturers' approved/requirements. ,171 3.02 Drip Edge Metal - CHOOSE ONE of the following: MEFN CATEDNMa T4rtOw TI W8 i2 oe. BHEtTW�' � --ranuv DRAWING 1 TYPICAL 30/90 HOT MAP Rflonxa cf:Nertr-y eriivffHLAas ANCHW8A5e$XWr-1 c e�rAUAs-, � 11M' RING SHANK-N NAILS @ DRAWING 2 DRIP EDGE INSTALLATION NOTE #4: Drip edge deck flange shall be primed with ASTM D 41 asphalt primer. 'L:-],A. Two-ply underlayment systems (See Drawing 2). 'b, 1. Drip edge metal shall be installed over anchor/base sheet, fastened 4 in. on center with approved 1114 in. roofing nails or approved fasteners. All joints shall be lapped a minimum of 4 in. ensuring water shedding capabilities and apply approved plastic roof cement between laps. 'in, B. When drip edge metal shall be installed at eaves and gables over a two ply underlayment system: The metal profile shall be placed in a minimum 311e in. bead of continuous ASTM D 4586 plastic roof cement and fastened 4 in. on center with approved 1 t/4 in. roofing nails or approved fasteners. All metal joints shall be lapped a minimum of 4 in. ensuring water shedding capabilities and apply approved plastic roof cement between laps. The metal profile and cap sheet shall be joined with a two ply application of cotton or fiberglass fabric reinforcement, both set in a full bed of approved plastic roof cement. As an alternate, the metal may be stripped in with a 6' strip of torch, hot asphalt or cold adhesive polyester reinforced modified bitumen. Joints shall be feathered with cold adhesive, hot asphalt or a torch to enhance water flow across the "backlap." '10 , C. Single -Ply Underlayment Systems: 'b ,1. Drip -edge metal shall be installed at the eave, over the underlayment or in accordance with the underlayment manufacturer's Product Approval. The metal shall be fastened 4 in. on center with approved 1 1/4-in. roofing nails or approved fasteners of compatible metals. All joints shall be lapped a minimum of 4 in. ensuring water shedding capabilities and apply approved plastic roof cement between laps. `h3 2. Strip in metal with a minimum 6 in. strip of the single -ply underlayment or in accordance with the underlayment manufacturer's Product Approval, using primer and/or approved compatible mastic if so directed by single ply manufacturer's requirements. qh, 3.03 Valleys - CHOOSE ONE of the following: NOTE #5: All metal surfaces to receive cap sheet shall be primed with ASTM D 41 asphalt primer. U, A. Two ply system - choose one of the following: lba 1. Preformed or roll metal without returns 16" wide shall be placed over the anchor/base sheet in the valley and shall be fastened 6 in. on center with 12 ga. corrosion -resistant roof nails, or other approved fasteners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in. ensuring water shedding capabilities and apply approved plastic roof cement between laps (see Drawing 3). '1, 2. Preformed metal without returns or standard roll metal 16 in. wide shall be placed in the valley on top of the cap sheet and fastened 6 in. on center with 12 ga. corrosion -resistant roof nails, or other approved fasteners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in. ensuring water shedding capabilities and apply approved plastic roof cement between laps. The cap sheet shall be joined with % in. bed of plastic roof cement and a 4-in. strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the plastic roof cement. An optional #90 sweat sheet 36 in. wide may be applied prior to the installation of the valley metal and cap sheet. %, B. Single -Ply System (See Drawing 4): A, Top `7 I. Preformed metal without returns 16 in. wide shall be placed in the valley and shall be installed and fastened 6 in. on center with 12 ga., corrosion -resistant roof nails, or other approved fasteners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. The underlayment shall be joined with a bed of plastic roof cement and a 4-in. strip of asphalt saturated cotton or fiberglass fabric or in accordance with the underlayment manufacturer's Product Approval. The fabric shall be fully embedded in the plastic roof cement. An optional #90 sweat sheet 36 in. wide may be applied prior to the installation of the valley metal and cap sheet. 'L-1, 2. Standard roll metal 16 in. wide shall be placed over the anchor or cap sheet in the valley and shall be fastened 6 in. on center within 1 in. of outside edge with approved 12 ga. corrosion -resistant roof nails, or other approved fasteners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/stib1400v10/st flst b1400v10... 1/27/2014 .E-Codes 10 DRAWING 3 TYPICAL VALLEY INSTALLATION 1W VALUN 149TAL Riff. B•SISi'a3 ... ke311 lAP.:' SGTNUA 10 DRAWING 4 VALLEY METAL STRIPPED IN %Iv 3.04 Flashing and Counter Flashings at Wall Abutments NOTE #6: In no case shall top of vertical flashing be less than 2 in. above tile surface. NOTE #7: Flashing deck flange shall be primed with ASTM D 41 Asphalt Primer. NOTE #8: Headlapron flashing may be installed on top of cap sheet in accordance with 3.04.A.3. 'k�], A. Two -Ply System - (Choose 1 or 2) (see Drawings 5, 6 and 7). 'fi,.1. Install minimum 4 in. x 5 in. "L" metal flush to base of walls with 4 in. flange on the anchor/base sheet and fasten 6 in. on center within 1 in, of outside edge. All joints shall be lapped a minimum of 4 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. Fasten the vertical and horizontal flange of metal within 1 in. of out side edge a minimum of 6 in. on center. %2. Install minimum 4 in. x 5 in. U' metal on the top ply and fastened 6 in. on center with 12 ga. corrosion resistant roof nails, or other approved fasteners of compatiblemetals within 1 in. of outside edge of the metal. All joints shall be lapped a minimum of 4 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. Fasten vertical flange of metal within 1 in. of outside edge a minimum of 6 in. on center. Cap sheet shall be joined with a bed of plastic roof cement and a 4 in. strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the plastic roofing cement. 'bq 3. Head/apron flashing may be installed on top of cap sheet. Ensure the deck flange conforms to the pitch of the roof and extend minimum 4 in. onto deck fasten according to 3.04, A.1. Seal along edge with plastic roof cement and membrane. '43,. 4. Seal along top edge within 1 in. of vertical flange, covering all fastener penetrations with approved plastic roof cement and membrane. giro 5. When installing optional counter flashing, lap top flange of base flashing minimum 3 in. Fasten metal within 1 in. of the outside edge a minimum of 6 in. on center or set into reglets (secured properly) and thoroughly caulk. Lap joints minimum 4 in. ensuring water shedding capabilities and apply approved plastic roof cement/sealant between laps. $7 , B. Single -Ply System. 'b3 1. Install 4 in. x 5 in. "L" metal flush to base of side walls with 4 in. flange over the single -ply underlayment and fasten 6 in. on center near the metals edge. All joints shall be lapped a minimum of 4 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. Mechanically fasten vertical flange of metal within 1 in. of outside edge a minimum of 6 in. on center near the edge of the metal. %a„ 2. Seal along top edge of vertical flange, covering all fastener penetrations with approved plastic roof cement and membrane. %, 3. All head/apron flashing shall be installed on top of cap sheet. Ensure the deck flange conforms to the pitch of the roof and extend minimum 4 in. onto deck and fastened in accordance with 3.04, B.1. Seal along edge with plastic roof cement and membrane. %, 4. When installing optional counter flashing, lap top flange of base flashing a minimum of 3 in. Fasten metal within 1 in. of outside edge a minimum of 6 in. on center or set metal into reglets and seal thoroughly. Lap joints a minimum of 4 in. ensuring water shedding capabilities and apply plastic roof cement or sealant between the laps. 93,.3.05 Standard Curb Mounted Skylights, Chimneys, etc. (see Section 3.04 above). %0� A. Curbs shall be a minimum 2 in. x 6 in., and a minimum 2 in. above uppermost adjacent finished tile surface. http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/bl400v10/st fl_st b1400vl0... 1/27/2014 .E-Codes 10 DRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD) DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) ID, B. Flashing shall follow instructions in 3.04 A or B in this System. NOTE #9: For self -curbing or prefabricated skylights, curb height shall be min. 6 in. and 2 in. above most adjacent finished the surface and installation shall be in accordance with skylight manufacturer's Product Approval. For turbines and other Product approved accessories refer to the accessories manufacturer's Product Approval. �����AVp l(lPA9E 91�T "� WtYfl'X'K:.41 .P� DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) 3.06 Pipes, Stacks, Vents, etc., (see Drawings 8 & 9). '39 A. Apply approved plastic roof cement around base of protrusion and on the bottom side of metal flanges sealing unit base flashing to the underlayment. �3-. B. Nail all sides within 1 in. of outside edge of base flashing 6 in. on center. Make certain base is flush to deck. NOTE #10: If pipes, vents and/or stacks are installed after finished cap sheet has been applied, follow instructions in 3.06 A & B. Cap sheet and metal flange shall be stripped in with at least the same cap sheet felt in use on this system. Stripping must extend at least 4 in. beyond flange in all directions. EXTENDI BEYOND - Exro+oa•eEroxoFUMIc;E STACK— s AFFROV® MASTIC HSTENEfiS-.. r' i1 LEAD STACK DETAIL (OVER THE CAPSHEET) DRAWING 8 MASTIC http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b14OOv1O/st flst b14O0v10... 1/27/2014 E-Codes 10 LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 9 11,3.07 Tile Installation: 'L3,A. Eave Treatment - CHOOSE ONE of the following: NOTE #11: All fastener penetrations shall be sealed. 17,:1. Prefabricated EPDM Synthetic Rubber - Install closure strip along eave. Fasten each piece at 12 in. on center (see Drawing 10 all fastener penetration shall be sealed with compatible material). 9a, 2. Metal Eave Closure - Install closure strip along eave. Fasten a minimum 12 in. on center with approved fasteners. If metal is inclusive of drip edge, fasten 4 in. on center (see Drawing 11). 'b, 3. Raised Fascia/Wood Starter Strip when using a 3/4 in, raised fascia, a nominal 2 in. x 2 in. wood starter strip must be installed behind fascia. $1, (aa) Install fascia board approximately 11/2 in. above roof deck or a nominal 2 in. x 2 in. wood starter strip at roof edge (see Drawing 12). %, (bb) Install 8 in. tapered cant strip at eave behind fascia and/or starter strip to support metal flashing. Install a minimum 8 in. wide antiponding metal flashing to ensure positive drainage over fascialstarter strip. Fasten top edge of flange onto roof and fasten eave edge to raised fascia detail with approved fasteners 4 in. on center. 1b, 4. Prefabricated Concrete or Clay Eave Closure - fastened in accordance with manufacturer's Product Approval with approved fasteners. NOTE #12: All fastener penetrations shall be sealed. lb, 5. Mortar Application - Install mortar to elevate eave edge. 'ED, (aa) Apply mortar along the eave edge, applying enough mortar to elevate the eave end of the tile to be on profile with the remaining roof tile. %D, (bb) Point and smooth finish flush to eave line. 'ED, (cc) Apply minimum 3/6 in. weep hole flush with the roof underlayment at spacing of not less than one weephole per tile. 'L3, (dd) Mortar eave closures shall only be used with granular surface underlayment. NOTE #13: Tile shall be attached to resist the design pressures for the building. See Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code, Building and RAS 127. See tile manufacturer's Product Approval for attachment resistance values, which must exceed the required calculated design pressures of the structure. 1b,A. Mortar /Adhesive Application: Low, High and Flat Profile Tile (see Drawings 13). `L:l,1. Set tile in a bed of approved mortar/adhesive. Apply 10 in. minimum length trowel of mortar or required amount of adhesive vertically under pan. For flat tile place mortar/adhesive vertically adjacent to the overlock of the tile being installed. Do not apply mortar under headlug of tile, or onto the underlock of adjacent tile. (Unless otherwise specified in adhesive's manufacturers Product Approval) Tn, 2. Use half starter/finisher tile when provided or cut/break the for proper staggering of tile courseswhen using the staggered/cross bond method of installation. `rd,, Top © v 3. Set tile in stepped course fashion or in a horizontal and/or vertical fashion when utilizing straight bond method. 4� Top -, e7' 4. Lay succeeding course of field tile in same manner. •A, Top m v 5. Cut/break field tile to form straight edge at center of hip/ridge. NOTE #14: Mortar or adhesive set tile shall be applied at inclines of 2:12 and greater. For pitches of 6 in.: 12 in. up to and including 7 in.: 12 in. nail every tile in the first course and every third tile in every fifth course in addition to mortar or adhesive. For pitches above 7 in.:12 in. nail every Tile in addition to mortar or adhesive. Apply approved flashing cement to seal all nail penetrations. Fastening requirements at slope of 7:12 or less for Two -Piece Barrel application applies to pan tiles only. No mortar or adhesive products shall be applied in a manner which prevents drainage of water under tiles. '12, B. Two -Piece Barrel Tile Mortar or Adhesive Application (see Drawing #14) 'b,1. Apply 10 in. mason's trowel of mortar or required amount of adhesive in accordance with the tile system Product Approval vertically over chalk line and under center of each pan with narrow end facing down roof. '1, 2. Place bed of mortar or required amount of adhesive in accordance with the tile system Product Approval along inside edges of pans and set covers with wide end facing down roof. TE1, 3. Point mortat to form acceptable straight -edge finish ensuring contact along edges. Cosmetic use of mortar is acceptable for use with adhesive set tiles. 1�7..4. Lay succeeding courses of field the in same manner. Bed of mortar or adhesive should make contact with head of lower course of tile and underside of tile being set. 'Q, 5. Cut/break field tile to form straight edge at center of hip/ridge. http://ecodes.cyberregs.com/cgi-exe/epage.dll?pg=x&rp=/indx/ST/fl/stib1400vl0/st fl_st b1400v10... 1/27/2014 E-codes 10 pR<<. NAIL DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE DRAWING 11 EAVE TILE DETAIL (METAL EAVE ENCLOSURE) DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL DRAWING 13 MORTAR (ADHESIVE) SET TILE -�Yfl,13•riCptp4tE DRAWING 14 BARREL TILE INSTALLATION `b,, 3.08 Valleys - CHOOSE ONE of the following: http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b1400vl0/st fl st b1400v10... 1/27/2014 E-Codes 10 NOTE #15: It maybe necessary to remove the lugs from the field tile at walls and valley flashings for proper positioning of cut field tiles. 'L7, A. Standard Roll Valley '1,1. Closed valley - Miter tile to meet at center of valley. '3„ 2. Open Valley - Chalk a line a minimum 2 in. on both sides of the valley center. Place bed of mortar along outside edge of chalk lines. Miter the to form straight border and point to match tile surface. TO, B. Preformed Metal Without Returns 'hm 1. Closed valley - Miter tile to form straight border on either side of water diverter. 1b,.2. Open Valley - Miter tile to form straight border on either side of two water diverters. %,, 3.09 Hip Starter - CHOOSE ONE of the following: Tall, A. Prefabricated hip starter. %,1. Miter tile as hip starter to match eave lines. 111, B. Use standard hip tiles as starter. 9h, 3.10 Hip and Ridge Nailer Boards or Preformed Metal Channel (see Drawing 15) - Details 1, 2, 3 and 4 are also accepted methods of installing Hip and Ridge Nailer Boards. (Approved adhesive in lieu of nails or screws, is permitted when using Details 2 and 3.) �3, A Wood nailers or preformed metal channel shall be required and attached in compliance with Chapter 16 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. 1:3, B. Wood nailer boards shall be secured with hot dipped zinc coated galvanized steel straps of a minimum thickness of T/e in. by 1 T/4 in. wide. The galvanized steel straps shall be installed at a maximum spacing of 12 in. on center along the length of the ridge nailer boards. Steel straps shall be bent to fit over the ridge nailer boards, and shall be secured to the sheathing with a minimum of six #6 - #8 corrosion resistant screws per strap, at a maximum spacing of 4 in. on center. t, C. Preformed Metal Channel Preformed Metal Channels shall be secured 6 in. on center with approved fasteners. All fastener penetrations shall be sealed with plastic roof cement. TD, D. Hip and Ridge Tile Installation - CHOOSE ONE of the following: %,,1. Self -adhered Membrane: TM, (aa) Install self -adhered membrane over nailer board and seal to tile surface per membrane manufacturers recommendation. TD, (bb) Install hip and ridge tiles with corrosion resistant approved nails or screws and of sufficient length to penetrate a minimum of 3/4 in. into nailer board lapping tile a minimum of 2 in. (Approved adhesive, in lieu of nails or screws, is permitted when using Details 2 and 3. When using adhesive hip and ridge tiles shall be installed in accordance with the adhesive manufacturer's Product Approval.) $D, (cc) Use approved adhesive or clips at overlaps. Top o 2. Mortar: q3, (aa) Set hip and ridge tile in a continuous bed of mortar, lapping Tile a minimum 2 in. Ensure bed of mortar does not protrude in center of hip or ridge junction. Approximately 1 inch ( 25 Trim) of field tile shall extend beyond bed of mortar. $M, (bb) Install hip and ridge tiles with approved corrosion resistant nails or screws of sufficient length to penetrate a minimum of 3/4 in . into nailer board. (Approved adhesive, in lieu of nails or screws, is permitted when using Details 2 and 3. When using adhesive, hip and ridge tiles shall be installed in accordance with the adhesive manufacturer's Product Approval.) �7, (cc) Point mortar to finish surface. _ ? 60R i>r81lP OR RIDGe NAtIHtPPE55URE TREATED ` ..... W.' VVHOT DIPPED MNF COATED GALVANaED METAL S, STRAP BENT ROOF FFWMM, ..I PLWLT ROOF.CXTMNG ROOF UADERtAY MT ••..•. HPMR ETRE NM..1W 13.. L DRAWING 15 RIDGE BLOCKING DETAIL DETAIL 1 http://ecodes.eyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b1400vl0/st fl_st b1400vl0... 1/27/2014 B-Codes 10 200AGE HOT D1PM ZING LU M R AOODRI..—_.......,... r-COATED OA M aT' LUMD[A WAOCIX9DNtCEN4M Rr91108ECEi0N20iW STEELSTRAPGW SNUD2E' f � Ro W AC CE ACCARDA NWITH AAa^ a SECTION S.SOlIh(YJ DETAIL 2 NAN61M2,2.... _........... ......� 1�.._.VIPCPNatFP 6FtINA URREA HEAGCPRPANC6 VRPi `� ..� fANi`NJPUSBEP OFAW+pQJO RPe SiPSECMN2-0l[h7 hSNESNE DETAIL 3 SEAL ALL NAIL PMRR4RON 28 GAGE G-m--- ..---------- ..,� - APPROVEDAOHESNE PREFORMED METAL CKVV48L FASTENED 8'ax.WRH APPROVEDROOFING WAS DETAIL 4 riim�nwCr MRipvW4V.SAEAEEl kwtE ""•. • ;�.tmnWMiEvzCNcfxs) t.�M1TG*Du'ivAli YM r f t? �T� G4V.HI 9:F€W31R1D P:Tri0P0 �,ntsnnoY.c. rFmncca.+«« ..."1. aar;gKgyAfnqt xa x Talcs- i DETAIL 5 `11-1, SHEET PLATE DETAIL 3.11 Rake/Gable - CHOOSE ONE of the following: 4D, A. Rake/Gable Tile: 9h,.1. Install first rake tile the exposed length of first course of field tile with factory finish of rake tile towards the eave. 'Gq 2. Fasten each rake the with a minimum of two 10D nails of sufficient length to penetrate the framing a minimum of 3/4 in. 'b,.3. Abut each succeeding rake tile to the nose of the field tile above and maintain a constant headlap. 'Ln, B. Mortar Finish: %,1. Place mortar bed along roof edge. 9b,.2. Point smooth to a straight edge finish. 1h, 3.12 Wall Abutments %3v A. Cut tile to fit approximately 1/2 in. to base of walls. Point -up mortar is optional. 1::0v B. Headwall abutment shall be pointed with mortar. http://ecodes.eyberregs.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/stib1400v10/st fl_st b1400v10... 1/27/2014 . EX -odes 10 U,.3.13 Plumbing Stacks qi7-' -, A. Cut tiles to fit close to plumbing stack. Fill void with mortar and point to finish. '�L Top Home I States I Florida I Slate I [ 2010 Florida Building Code: Test Protocols (First Printing) ] I Top ] Privacy Policy Click here for copyright :5 Information. °� o-• Morc Oiitions http://ecodes.eyberregs.com/cgi-exe/epage.dll?pg=x&rp=/indx/ST/fl/st/b1400v10/st fl_st b1400v10... 1/27/2014 Joe Cicio From: Joe Cicio Sent: Monday, January 27, 2014 1:47 PM To: 'ROBB@DURENROOFING.COM' Cc: Joe Cicio Subject: Review Comments for Permit Number 1401-0103 Attachments: Report_FL_Review_Comments_Noncompliantjrf[2].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all, applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, ,TP5e,?[v A. Cicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Tarnily Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL.. 34982 Phone,(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 13271 Nw Harbour Ridge By City / State / Zip: Palm City, FI 34990 Parcel #: 4425-604-0005-000/6 Zoning: PUD APPLICATION INFORMATION Permit Number: 1401-0103 Permit Type: ROOF - TILE CONTRACTOR INFORMATION Contractor Name: Duren Jonathan W Business Name: Duren Roofing Inc Business Addr: 3210 Se Slater St City / State / Zip: Stuart, FI 34997 REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: REVIEW COMMENTS 1 Owner(s): Wells Fargo Bank Na I Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 888-710-5556 Email: Robb@Durenroofing.Com Reviewed By Date Started Date Completed Date Released Dawn Milone 1/9/2014 1/9/2014 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 1/27/2014 1/27/2014 Comment: SUBMIT THE PRODUCT APPROVAL IN DUPLICATE FOR THE PROPOSED UNDERLAYMENTS FOR REVIEW Comment: CONTRACTOR TO SUBMIT IN DUPLICATE THE CALCULATIONS FOR TRANSFERRING THE MOMENT 1/27/2014 RESISTANCE FROM THE N.O.A. OVER TO WINDSPEED AND EXPOSURE FOR THE LOCATION OF THE PROPOSED ROOF SYSTEM ` THEN IDENTIFY WHICH TILE APPLICATION IS TO BE USED IN THE N.O.A. 1/27/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Joe Cicio From: Robb Huff <robb@durenroofing.com> Sent: Tuesday, January 28, 2014 9:19 AM To: Joe Cicio Subject: RE: Review Comments for Permit Number 1401-0103 Joe, We are using a mechanically fastened 30 lb base sheet with a hotmopped 90 lb capsheet. Thanks Sincerely, UI 4f q Robb Huff, Business Manager, Duren Roofing, Inc. www.DurenRoofing.com Find us on Martin: (772) 546-7595 Palm Beach: (561) 744-8000 Fax: (888) 710-5556 From: Joe Cicio [mailto:cicioj@stlucieco.org] Sent: Monday, January 27, 2014 1:47 PM To: Robb Huff Cc: Joe Cicio Subject: Review Comments for Permit Number 1401-0103 Dear St. Lucie County Permit Applicant, 1 Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, J05f'?A' K. Ucio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two EamilyDwelling Inspector One and Two EamilyPlans Examiner St. Lucie County Planning and Development Services 772-462--1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning & Development Services. Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 3*02 Phone:(7721462-21.72 Fax:(772)462-6443 PROPERTY INFORMATION Address: 13271 Nw Harbour Ridge By City I State I Zip: Palm City, FI 34990 Parcel #: 4425-604-0005-000/6 Zoning: PUD APPLICATION INFORMATION Permit Number: 1401-0103 Permit Type: ROOF - TILE CONTRACTOR INFORMATION Contractor Name: Duren Jonathan W Business Name: Duren Roofing Inc Business Addr: 3210 Se Slater St City / State / Zip: Stuart, FI 34997 REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: REVIEW COMMENTS RI CE1 V ED JAN 8.0. Page 1 Owner(s): Wells Fargo Bank Na Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 888-710-5556 Email: Robb@Durenroofing.Com Reviewed By Date Started Date Completed Date Released Dawn Milone 1/9/2014 1/9/2014 PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 1/27/2014 1/27/2014 Comment: SUBMIT THE PRODUCT APPROVAL IN DUPLICATE FOR THE PROPOSED UNDERLAYMENTS FOR REVIEW Comment: CONTRACTOR TO SUBMIT, IN DUPLICATE, THE CALCULATIONS FOR TRANSFERRING THE MOMENT 1/27/2014 RESISTANCE FROM THE N.O.A. OVER TO WINDSPEED AND EXPOSURE FOR THE LOCATION OF THE PROPOSED ROOF SYSTEM * THEN IDENTIFY WHICH TILE APPLICATION IS TO BE USED IN THE N.O.A. 1/27/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE 3M Acquires Polyfoam Products Inc. n )oin Lo in Home Research Submit Article News Sectors Advertise Premium About Us 3M Acquires Polyfoam Products Inc. Thursday, -August 28, 2008 2:22 PM Acquisition Broadens 3M's Industrial Adhesives Portfolio 3M announced today it has acquired Polyfoam Products Inc., a structural adhesives company specializing in foam adhesives for tile roofing and other adhesive products for the building industry. Terms of the transaction were not disclosed. Polyfoam's patented professional tile roofing system provides an alternative to mechanical fastening and is setting a new standard in keeping tile roofs safe and intact, especially during, hurricane force winds. The unique polyurethane adhesive locks tiles in place and eliminates the need for nails or screws to fasten tiles to the roof, which can leave thousands of tiny puncture holes.. In addition, Polyfoam provides proprietary delivery systems comprised of canisters and easy -to -use spray guns for installers in the field. http://v ww.istockanalyst.com/article/ViewiStockNews/articleid/2559471 1/27/2014 3M Acquires Polyfoam Products Inc. Ll "The addition of Polyfoam's polyurethane foam formulations and polyurethane dispensing equipment will broaden 3M's industrial adhesives portfolio and enhance our presence in the industrial and building and construction markets," said Patrick Deconinck, vice president and general manager, 3M Industrial Adhesives and Tapes Division. Based on more than 50 years experience in practical application of adhesive technology, 3M offers industrial tapes and adhesives for bonding, protecting, masking, enhancing, shielding, damping, splicing, reinforcing, color coding, case sealing and more. Complementary acquisitions such as this support both 3M's core industrial adhesives business and growth strategy to expand into adjacent markets. "3M's expertise in adhesives, technical resources, and extensive reach will help us to continue to grow our business and expand in Florida as well as other regions vulnerable to hurricanes," said Dick Huber, president, Polyfoam Products Inc. Polyfoam employs approximately 35 people and is headquartered near Houston in Tomball, Texas, with a sales and training office in Coral Springs, Florida. About Polyfoam Products Inc. Polyfoam Products Inc. has been manufacturing polyurethane foam formulations and polyurethane dispensing equipment since 1989. http://www.istockanalyst.com/article/ViewiStockNews/articleid/2559471 1/27/2014 3M Acquires Polyfoam Products Inc. El The company's main office and manufacturing facility is in Tomball, Texas, with a sales and training office in Coral Springs, Florida. About 3M A recognized leader in research and development, 3M produces thousands of innovative products for dozens of diverse markets. 3M's core strength is applying its more than 40 distinct technology platforms — often in combination — to a wide array of customer needs. With $24 billion in sales, 3M employs 79,000 people worldwide and has operations in more than 60 countries. 3M Media Contact: Donna Fleming Runyon, 651-736-7646 or Investor Contacts: Matt Ginter, 651-733-8206 or Bruce Jermeland, 651-733-1807 (Source: Business Wire ) Advertisement 3M Tape Distributor t -)}4Li&Vj,g) JWLTapes ffi S� ®t nt 3. �/VOffolesale Prices & Free Shipping. Fundamental data is provided by Zacks Investment Research, and Commen ews and Press Releases provided by YellowBrix and Quotemedia. www.diingarees.net All informa iggpEp§ege�tion of jWh�ai !jn 4o`��Cl�c inees��ii�pi�i'g�tvec ed or trading purposes or advice. i5tockAnalyst.com is not an investment adviser and does not provide, endorse or review any information or data contained herein. The blog articles are opinions by respective blogger. By using this site you are agreeing to terms and conditions posted on respective bloggers' website. The postings/comments on the site may or may not be from reliable sources. Neither iStockAnalyst nor any of its independent providers is liable for http://www.istockanalyst.com/article/ViewiStockNews/articleid/2559471 1/27/2014