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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES I RECEIPT #: / �I Permit#: I l t T /—( L,1 I IL Planning & Develdpment Services Department Building & Code Regulation Division 2300 Virginia Avenue �CANNE4) Ft. Pierce, FL 34982-5652 13 y Tel. 772462-1553 APPLICATION FOR ROOF PERMIT St Lucie county SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 3?575-0 ` - MOCI�17-1-1 ROO 1J 2. Parcel ID Number: ?3;;? % -SO/- DOO6 - O/O - Office Use Section Township Range I Map rage I 4nin La!Use Ini Only q A�<SJ 3. Description of Project or Work Activity: REP41,e EPIACF 7-11-E O/✓ 0O/?C14 ROOF O/VLL/ 4. Total Roof Area (square feet): o?�5-0 s, f, 5. Roof Pitch: q&z 6. Type of Roof. [ ] Fiberglass Shingle [x] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other [�(] Product Approval required for all types of Roofmg Material (2 Sets) [ ] All Commercial Roofmg 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 Informattion �� 8. Contractor Information Name: AC)Thl 6NAOEX FLReg/Cert#: ecej0J&!J39 Address: 3550 3. 8,COCKSM 1714 ROA L County Cert #: aS88 q City: AT: P1 EReE State: AZ- Business Name:'BJig MAE A60FI1✓Q}& A41k5 Zip: 349 CI5 Phone: 20! -�Z33 -7D3 7 Cell Phone: &0 3- (o3 9. Value of Construction: $ aj 3 **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRDft QUALIRS OWN FIEERS NAME SIGNATT OF UALIFIER/OWNER STATE OF FLORIDA, COUNTY OF �!Jr, W O E ACKNOWLEDGED BEFORE ME THIS - J3 DAY OF J 0 i y 20R , BY,JoSUPN H- 6A KW JP- . WHO I PERSONALLY KNOWN Jc TO ME OR HAS PRODUCED AS IDENTIFICATION `" GZ2�h k,�a'lunn Aa r SIGNAT ONOTARY TYPE ORPRINT NAMEOFNOTARY e?y,VIKKI LYNN AARON COMMISSION NUMBER PD90CIZ90 =` ''c MY COMMISSION # DD904290 Q; EXPIRES July 01, 2013 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 19ls �MJN YOi�4�YK FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 Aug 31 11 11;05a Big Lake Roofing & Re ail 863-763-7662 p.1 Planning & Development Services - _ Building & Code Regulation Division ® 2300'Virginia Avenue s Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # 1107-0211 I, Joseph H. Baker Jr. , licensed as a(n Co or* Engineer/Architect (Please print name & circle license type) *FS468 Bui i nspector *General, Building Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about 08/29/2011 .1 did personally inspect the roof deck nailing ( Date) workat; 3550 Brocksmith Road (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 STATE OF FLORIDA COUNTY OF ST LUCIE CCC046939 License # Sworn to and subscribed before me this 31 day of August 2ou, by Joseph H. Baker Jr. . Who is personally known to me or who has produced as identification. Notary Public, State of Flor' ova'v,P;; i VIKKI LYNN AARON Signature of Notary�u,.�iC Q� �JY—� MY COMMISSION # DD904290 Commisslon Number: DD904290 :�'• eal) EXPIRES JUI ''?ocs�...• Y 0'. 2013 En 01/19/2011 55 08/31/2011 02:30 77258964�5_P) K.S.M.ENG. 0 aI� PAGE 01/03 K S. . KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC, MARTIN (772) 337-7756 P0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) M-7445 www,kamengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 August 31, 2011 Certified Building Contractors, Inc, 747 SW South Macedo Blvd Port St. Lucie, FL 34983 Re: Asselberg Residence 6101 South Indian River Drive Fort Pierce, Florida Permit #: 1012-0041 — Main House KSM Project #, 110277-8d Dear Sir: Enclosed, please find the nuclear density test results performed on the footer for the back patio porch at the above referenced project, ase feel free to call. Wilding Department 772-462-6443 Fax to: 772-879-0110 .IEK/IGS \ Ronald G. Keller, P F_: 37293 / SI Lic, No.: 860 / Julie E. Keller, P E.: 68366 08/31/2011 02:30 77258964, K.S.M.ENG. PAGE 02/03 1 } KSZIl -' KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www_ksmangineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mall: KSMCKSMENGINEERING.NET ST. LUCIE (772) 229-9093 G.A.: 5693 FAX {772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 IRATE TESTED: August 30, 2011 KSM JOB #: 11 0277-8d/ES/Ics PERMIT #: 1012-0041 - Main House CONTRACTOR: Certified Building Contractors JOB LOCATION: Asselberg Residence 6101 South Indian River Drive Fort Pierce, Florida MATERIAL: Gray Sand ITEM TESTED: Footer for Back Patio Porch on Main House - T TESTLOCATION -------E------ DETH MOS- -N Y---- MA..D,R-Y ------ P-ER-C-E-N-T---- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -----------._._---------_-.------------------VA1_UE--- �_---�--- 1, East 0" -12" 4.6 44 104.7 108.3 98.5 2. South 42 104.4 98.2 3. West 40 103.9 97.7 Ronald G. Keller; PE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE,: 68366 08/31/2011 02:30 7725895469 K.S.M.ENG. --1 PAGE 03/03 K S M KELLER, SCHLEICHER & MacWIL,LIAM ENGINEERING AND TESTINASTIAN G, 90C. MARTIN (772) 337-7755 )? O. SOX 78-1377, SEBASTIAN, FL 32978-1377 712 PALM BEACH (501) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (661) 845-8876 E-Mail: KSMKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) $89-6469 MOISTURE. -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: August 30, 2011 KSM JOB #: 110277-8p PERMIT #: 1012-0041 — Main House CONTRACTOR: Certified Building Contractors JOB LOCATION: Asselberg Residence 6101 South Indian River Drive Fort Pierce, Florida 107T_-7 7-----I---T — _r --t-- ) { I I E I I I 1 1 { I I I I 1 I I 106L------1W_J---1-- -- t---t---� 1 I 1 I I I 1 I I a 105 t---+—_-t_---I—_ I___F---+-- —�1 U104 I 1 I I I I I I I I I I I I I 1 I I 103 I---� -----1---I---I---I----�-- I 1 1 I I I I I 1 I 1 I ( I I I I I I I I I I 1 I I 102 *---t---r-----I--_r--�__-r---1. I 1 I I I 1 I I I I I I I 1 ! I I I 1o1--------��-i-�-I-�-1------��--I 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Gray Sand Max, Dry Density: 106.3 P.C.F. Optimum Moisture: 12.4 Percent Julie E. Keller, P.E. President Ronald G_ Keller, P.E.: 37293 / SI Lic. No.: 800 1 Julie E. Keller, P.E.: 68366 �14 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE FILE CU py COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THEREQUIRED DOCUMENTS AS NOTED BELOW: SYSTEM TO BE USED ROOF SYSTEM REQUIRED SECTIONS OF THE PERMIT APPLICATION FORM ATTACHMENTS REQUIRED SEE LIST BELOW LOW SLOPE A,B,C 1,2,3,4,5,6,7, PRESCRIPTIVE BUR RAS 150 A,B,C 4,5,6,7, ASPHALTIC SHINGLES A,B�) 1,2A5,6,7, X CONCRETE OR CLAY TILE A B,D E 1,2,3,4,5,6,7 METAL ROOFS A,B,D 1,2,3,4,5,6,7, WOOD SHINGLES AND SHAKES A,B,D 1,2,4,5,6,7, OTHER AS APPLICABLE 1,2,3,4,5,6,7, ATTACHMENTS REQUIRED: CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISIUIY OF THE PONTR OR OF RECORD 1. Fire Directory Listing Page 2. From Product Approval Front page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings I Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. 'Owners Notification for Roofing Considerations (Reroofing only) 7. Any Required Roof Testing /Calculation Documentation THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 'w- ST. LUCIE COUNTY BUILDING DIVISION REV`E FOR E REVIEWED BY DATE • 0. 2b PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE -+ , Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. SECTION A (General Information) Master Permit No. Process No. Contractors Name Big Lakes Roofing & Repairs LLC. Job Address 3550 S.Brocksmith Rd. Fort Pierce FL. 34945 ROOF CATEGORY ❑ Low slope XMechanically Fastener Tile ❑ Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel / Shingles ❑ Wood Shingles / Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering X Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Slope Roof Area (SF) 293 Total (SF) 293 Section B (Roof Plan) Sketch Roof Plan: lliustrate all levels and sections, roof drains, scuppers, overflow_ scuppers and overflow drains.Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. a S 7— 1 I � '7 7 + Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Slope Application) Roof System Manufacturer: Entegra Roof Tile Notice of Acceptance Number: NOA 11-0414.09 Maximum Design. Wind Pressures, if Applicable ( From RAS 127 or Calculations): Pl: -28.7 P2: -60.6 P3: -60.6 Maximum Design Pressure -65.5 (From the Product Approval Specific System): Tile attachment: 2 #10 ring shank nails (OPPTIOAL NOT NEEDED POLY PRO ADHESIVE) Roof Slope: 4 : 12 Ridge Ventilation? NO Steep Sloped Roof System Description MUNAIM FASTENERS OR ATTACHUMN ARE THE RESRQNSI911�1'Y OF THE CONTWORHM Deck Type 5/8" CDX PLY WOOD Type Underlayment : TAMKO UNDERLAYMENT SYSTEM EQ) NOA 08-1008.04 Insulation: N/A Mean Roof Height: 14" Fire Barrier: N/A Fastener Type & Spacing: a" side lap 6" end lap 2 staggered rows 12" o.c. fieldl lga. Ring shank whin caps. w Adhesive Type: N/A Type Cap Sheet: N/A Roof Covering: Bermuda concrete flat roof tile Type & Size Drip Edge: 3"X 3" BAKED ENAMAL 2007 FLORIDA BUILDING CODE- BUILDING 15.35 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.gov/buildine/ Entegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 FILE CutiT 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 BNC - 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. BNC 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: Bermuda Concrete Flat 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 renews NOA # 10-0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. GMIAM•DAI�E COUNTY NOA No.11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using 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 Entegra Flat Tile I = 16" TAS 112 Flat profile, interlocking, high pressure w = 10" extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. , 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test AQency Test Identifier Test Name/Report Date Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI•DADE COUNTY �11:10RIMI 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25-7094-2 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, New Construction) NOA No.11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 2 of 6 The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix It PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 PA 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 PA 112 R3.894 Professional Service 395-40011-1 Physical Properties Feb 2004 Industries, Inc. PA 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 PA 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service . PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, M. March 2004 Walker Engineering, Inc. Calculations Two fatty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 3 of 6 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 and Neighborhood Compliance Department — Product Control Section 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 `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - I ft Tile Profile % (ft3) Batten Application x (ft) Direct Deck Application Entegra Flat Tile 0.189 .0.205 Table 3: Restoring Moments due to Gravi - M ft-Ibf Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7"A2" Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct fleck Battens Direct Deck 1 Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 5.71 6.14 6.54 5.97 6.35 NOA No. 11-0414.09 Expiration Date: 06/07/16' MIAMFmygfflvj COUNTY Approval Date: 05/26/11 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min.19/32" plywood) Battens Entegra 25IOdiRtn T hanL N. ils'f 30.9 38.1 17.2 Flat Tile 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 61.7 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 Rin Shank Nails 50.31 66.6 48.3 1 Installation with a 4" the headlap and fasterners are located a min. of 2'/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Sys ms Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol foam Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Paq Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Pol ProTM 118.9 Tile PolyProTM 40.4 4 Large paddy placement of 45 grams of Pol ProTM. 5 Medium paddy placement of 24 grams of Pol ProTm. MIAMIDADE COUNTY ,..,I NOA No.11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 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". ENTEGRA FLAT TILE LABEL (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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE i= 16" .I 10" FIELD TILE 16" -- ---=i THICK BUTT TILE END OF THIS ACCEPTANCE MIAMI-DADS Courm �Fliyyawqlj NOA. No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 6 of 6_ ' COPY M I A M I•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4`h Street Joplin, MO 64801 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07-1130.01 and consists of pages 1 through The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-1008.04 61 Expiration Date: 07/05/12 MIAMUMECOUNTY Approval Date: 02/25/09 Page 1 of 5 � I ROOFING ASSEMBLY APPROVAL Cateeory Roofmg Sub-Cateeorv: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description TW Metal and Tile 75 mils thickness TAS 103 Flexible, self -adhering rubberized asphalt sheet Underlayment 39 %" x 30.5'rolls ASTM D 1970 material with a polymer surface for use as an (Manufactured in Joplin, 39-3/11" x 6l' rolls underlayment in sloped roof assemblies. May be MO) 4" x 66' rolls used as a secondary water barrier for full -roof 6" x 66' rolls coverage or, when cut into appropriate width strips, 9" x 66' rolls for taping sheathing joints. Moisture Guard Plus 60 mils thickness ASTM D 1970 Flexible, self -adhering rubberized asphalt sheet (Manufactured in Joplin, . 39 3/8" x 30.5'rolls material with a granular surface for use as an MO) 39-%B" x 45' rolls underlayment in sloped roof assemblies. May be 39 3/8" x 61' rolls used as a secondary water barrier for full -roof 4" x 66' rolls coverage or, when cut into appropriate width strips, 6" x 66' rolls for taping sheathing joints. 9" x 66' rolls TW Underlayment 40 mils thickness ASTM D 1970 Flexible, self -adhering rubberized asphalt sheet (Manufactured in 39 %" x 61' rolls material with a polymer surface for use as an Columbus, KS) 4" x 66' rolls underlayment in sloped roof assemblies. May be 6" x 66' rolls used as a secondary water barrier for full -roof 9" x. 66' rolls coverage or, when cut into appropriate width strips, for taping sheathing joints. Awaflex 125 mils thickness TAS 104 SBS modified cap sheet with a non- woven polyester (Manufactured in Joplin, 35.9' x 36" rolls mat saturated with asphalt, coated on both sides with MO) SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. Awaplan 1707 145 mils thickness TAS 104 A polyester -reinforced SBS modified bitumen (Manufactured in Joplin, 33' 11" x 39 3/8" membrane surfaced with granules. Applied in hot MO) rolls asphalt. Awaplan Premium'"' 150 mils thickness TAS 104 A polyester reinforced SBS modified bitumen (Manufactured in Joplin, 33' 11" x 393/8" membrane surfaced with granules. Applied in hot MO) rolls asphalt. Tamko SA Base 60 mils thickness ASTM D 1970 A fiberglass -reinforced self -adhering SBS modified (Manufactured in Joplin, 65' 10" x 39 3/8" bitumen membrane with a polymer film on the MO) rolls surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! Tamko SA Cap 140 mils thickness ASTM D 6164 A dual -coated SBS-modified cap sheet with a (Manufactured in Joplin, 33' 6'/4" x 39 3/8" nonwoven polyester mat surfaced with ceramic MO) rolls granules and a split removable release film on the adhesive side. NOA No.: 08-1008.04 Expiration Date: 07/05/12 MIAMI•DADE COUNTY Approval Date: 02/25/09 APPR Page 2 of 5 EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 4448.12.01-1 TAS 103 12/19/2001 4448.05.02-1 TAS 103 05/29/2002 Trinity) ERD T11090.09.08 TAS 117(B)/ TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP-058-02-01 TAS 103 04/30/02 TAP-058-02-02 TAS 103 05/23/02 TAP-191-02-01 ASTM D 1970 11/16/07 TAP-192-02-01 ASTM D 1970 11/13/07 TAP-193-02-01 ASTM D 1970 11/16/07 TAP-207-02-OIREV TAS 104/ ASTM D 4798 12/10/08 TAP-185-02-OIREV ASTM D 6164 11/06/08 TAP-196-02-01 ASTM D 1970 01/09/08 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12": o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 08-1008.04 Expiration Date: 07/05/12 MIAMIDADECOUNTY Approval Date: 02/25/09 Page 3 of 5 %mil Imo, Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank "stein E(�' Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32 or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! Membrane: One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 08-1008.04 Expiration Date: 07/05/12 MIAMI�ADE COUNT1f Approval Date: 02/25/09 tAPPRM Page 4 of 5 GENERAL LBHTATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 - for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & 48 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Apprqved" or the Miami -Dade County Product Control Seal as shown below. MI14MW7ADE COUNTY END OF THIS ACCEPTANCE APPROVED NOA No.: 08-1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 5 of 5 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments Address: 3550 BROCKSMITH RD City / State / Zip: FORT PIERCE FL 34945 Parcel # : 2329-501-0006-010/9 Jurisdiction: St. Lucie County Zoning: AG-5 Lot # : Block: APPLICATION INFORMATION Permit Number: 1107-0211 Activity Type: Permit Type: Roof CONTRACTOR INFORMATION Contractor Name: JOSEPH H BAKER, JR Business Name: BIG LAKE ROOFING & REPAIRS LLC BusinessAddr: 2699 NW 16TH BLVD Page 1 Owner(s): KEITH J SCHEMENAUER ELIZABETH A SCHEMENAUER Application Type: Over the Counter Permit Other Activity: Stories: 1 Automatic Sprinkler System? City / State / Zir OKEECHOBEE, FL 349 REVIEWS AND COMMENTS Review TO Status Reviewed By Front Counter Review Complete Angela Huff Fax Number 863-763-7662 Date Started Date Complete Date Released 07/18/2011 Plans Examiner Review Incomplete Joe Cicio 08/04/2011 08/04/2011 1 Commenl SUBMIT ( DUPLICATE ] ENGINEERS /ARCHITECTS REPORTS CONVERTING THE MOMENT RESISTANCE FROM THE N.O.A. PRODUCTAPPROVAL TO THE WINDSPEED AND EXPOSURE TO WHERE THIS PROJECT IS LOCATED * MINIMUM DESIGN IS A 120 M.P.H. EXPOSURE C * THE DESIGN PROFESSIONAL MUST CALCULATE THE REQUIRED DESIGN PRESSURES FROM ASCE7-05 FOR THE 3 ROOF ZONES TO ACHIEVE AN ATTACHMENT METHOD * INCLUDE THE MEAN ROOF HEIGHT, ROOF PITCH ETC. FOR THE BUILDING IN THE REPORT 08/04/2011 2 Commenl HIGHLIGHT IN THE PRODUCT APPROVALS WHICH ADHESIVE SETAPPLICATION WILL BE USED 08/04/2011 3 Commenl IDENTIFY WHICH " SYSTEM TYPE " WILL BE USED IN THE PRODUCT APPROVALS FOR THE TAMKO UNDERLAYMENTS AND PROVIDE DOCUMENTATION THAT THE TAMKO ASTMD-1970 UNDERLAYMENTS ARE ALLOWED WITH THE ENTEGRA SYSTEM 08/04/2011 4 Commenl SUBMIT HIGHLIGHTED, DUPLICATE COPIES OF THE RAS 120 FOR THIS SYSTEM * CIRCLE OR HIGHLIGHT WHICH DETAILS APPLYTO THE SCOPE OF WORK. ALL UNDERLAYMENTS UNDER THIS APPLICATION MUST BE MECHANICALLY ATTACHED 08/04/2011 5 Commenl COMMENTS MAILED AND FAXED AS OF THIS DATE i To Be Review by Plans Exan Complete Joe Cicio 08/04/2011 08/04/2011 1 TRANSMISSION VERIFICATION REPORT TIME 08/02/2011 14:18 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.0 BROE5J278861 DATE,TIME 08/02 14:18 FAX NO./NAME 918637637662 DURATION 00: 00: 23 PAGE(S) 01 RESULT OK MODE STANDARD ECM Planning & Development Services Re�ieVl/ Comments Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROP RTYINFORMATIQ Address: 3550 BROCKSMITH RD City/ State I Zip: FORT PIERCE FL 34945 Parcel 4 : 2329-501-0006-01019 Jurisdiction: St, Lucie County Zoning: AG-5 Lot # : Block: APPLlC'ATIC7N INFO.RMA7iON Permit Number_ 1107-0211 Activity Type: Permit Type: Roof coNTRAcTOR IWORM4TION Contractor Name: JOSEPH H BAKER, JR Business Name: BIG LAKE ROOFING & REPAIRS LLC Business Addr: 2699 NW 16TH BLVD city 1 State I ZIF OKEECHOBEE, FL 349 REMM AND COMMENTS Page 1 owner(s): KEITH J SCHEMENAUER ELIZABETH A SCHEMENAUER Application type: Over the Counter Permit other Activity: Stories; 1 Automatic Sprinkler System? Fax Number 863-763-7662 er Review Status Retied By DStarted Date Completg Date Released Front Counter Review complete Angela Huff 0711812011 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 08/04/2011 25889 BIG LAKE ROOFING & REPAIRS LLC JOSEPH H BAKER, JR 2699 NW 16TH BLVD OKEECHOBEE, FL 34972 Permit Number: 1107-0211 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 3550 BROCKSMITH FORT PIERCE 34945 APPLICATION INFORMATION Permit Number: 1107-0211 Activity Type: Permit Type: Roof REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete OWNERS INFORMATION RD KEITH J SCHEMENAUER 3550 S BROCKSMITH ROAD FORT PIERCE, FL 34945 Application Type: Over the Counter Permit Other Activity: Stories 1 Reviewed By Date Started Date Complete Date Released Angela Huff 0711812011 Plans Examiner Review Incomplete Joe Cicio 08/04/2011 08/04/20111 Comment SUBMIT [ DUPLICATE ] ENGINEERS /ARCHITECTS REPORTS CONVERTING THE MOMENT RESISTANCE FROM THE N.O.A. PRODUCTAPPROVAL TO THE WINDSPEED AND EXPOSURE TO WHERE THIS PROJECT IS LOCATED * MINIMUM DESIGN IS A 120 M.P.H. EXPOSURE C * THE DESIGN PROFESSIONAL MUST CALCULATE THE REQUIRED DESIGN PRESSURES FROM ASCE7-05 FOR THE 3 ROOF ZONES TO ACHIEVE AN ATTACHMENT METHOD * INCLUDE THE MEAN ROOF HEIGHT, ROOF PITCH ETC. FOR THE BUILDING IN THE REPORT 08/04/20112 Comment HIGHLIGHT IN THE PRODUCTAPPROVALS WHICH ADHESIVE SET APPLICATION WILL BE USED 08/04/20113 Comment IDENTIFY WHICH" SYSTEM TYPE" WILL BE USED IN THE PRODUCTAPPROVALS FOR THE TAMKO UNDERLAYMENTS AND PROVIDE DOCUMENTATION THAT THE TAMKOASTMD-1970 UNDERLAYMENTS ARE ALLOWED WITH THE ENTEGRA SYSTEM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments for Contractor Page 2 08/04/20114 Comment SUBMIT HIGHLIGHTED, DUPLICATE COPIES OF THE RAS 120 FOR THIS SYSTEM " GIRCLE OR HIGHLIGHT WHICH DETAILS APPLY TO THE SCOPE OF WORK. ALL UNDERLAYMENTS UNDER THIS APPLICATION MUST BE MECHANICALLY ATTACHED" 08/04/20115 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Review by Plans Exan Complete Joe Cicio 08/04/2011 08/04/2011