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29 NE 96 St (6)APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Addres( MRS. FRANCTS) Registered Architect and /or Engineer Name and address of licensed contractor ALBERT'S ROOFING INC. 14690 N.W. 26 AVE. OPA LOCKA Location and legal description of lot toe built on: Lot /L Block Subdivision 7 72,g , .() / U ✓ .4 J) // / o 9 Street and Number where work is to be done 29 N.E. 9 6 ST. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date 5 -18 -90 19 No. 29 Street_N_. . 9 6 State work to be done and purpose of building (by floors). state exterior colors (submit samples) RE -ROOF FL, ROOM WITH and for no other purpose. New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering GRAVEL Estimated Total cost of improvements S 1,640.00 Amount of Permit S ,go r 6v Zone cubage required Plan Cubage j V. Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida 11'orkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees . employ only such subcontractors, on work to be performed under this permit. as are licensed by; Miami Shores Village. - Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. }SS. Date Date Repairs No. of Stories 1 Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. 1. 0 0 Disapproved (Signed) Read. Sworn to and Subscribed before me. Notary Public. State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved ate Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4 1 - 2&- C? G. Job Address 2 ') A S 6 5 1" Tax Folio Legal Description Historically Designated: Yes / No Owner/L essee / Tenant J i w tASE, Z� H. A Master Permit # 1 /710 9, S Owner's Address = - k S Mr jet _ Phone Contracting Co. 4/ i e Nv ` o Address 1/6 3 SQ , " IC 3 c 7 Qualifier 41 1 ice /vd SS# Phone 30 Zs ere State # ! G C D y Ali Sf Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILD G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Prv01 FL T m o' rF r v 4,N4 Square Ft. 3 0 Estimated Cost (value) / l Jo 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or ':' do ": . Date Notary as to • � d/ • 1/'7 R? Z' ' Date My Commis N fi 1140 % NC BON CO ATtAN.BC BO FEES: PERMIT 9 5 RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. V, NOTARY Signature of Co GaAl Notary as to ,� t . i•. 1/y • M1!`' . My Commissio Bow* co %NC ATLAN Electrical CC M $ t BOND TOTAL DUE -) j • 0 Date Date Structural Engineer 4 , Contractor's Name: ROOF, CAUGORY ❑ (Nail -On Tile) 2/(MMMlst•Adhesive Sc t Tile) 0 (Asphalt/Fiberglass Shingles) C.] ( Metal RoofrAWood Shingles & Shakes) 0 (Other) jtOOE TYPI 0 New Roof (" Re- roofing Recovering 0 Repair ❑ Maintenance Sr (Low Slope Application) Plat Roof Area (ft') 1 3 0 0 Sloped Roof Area (IV) 1 0 0 _ Total (Al 3 000 , Master Permit No. Exposure category per ASCE 748): C Budding Classification category (per ASCE 7 48 table t)' X 4" I Ft. +oa.os•re WOO !C' � ,(2� -C'D Voe/a/G Job Address; 2c1 c: ST Aisorotal0 Mop FR srR JP *73' GA /43 .S Deck type: r/ '. Ply yvDn ) ATTAC11JJN1 Fastener Type: 1 yy a R• Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PKtx,ESS No. ROOF HEIGHT AND SYSTEM DETAILS (Drew death es needed) NOW ,, Perimeter: 6 " Corner: !_ " DETAIL 1 dw 2 Page- 1 ROOF PLAN Mai, Ventilation? IV A I M CAN HEICI1T zDecktYPe1i 3/8 0/ WOO 0 ,,Underlayment:1 itt 3 0 1 • z '3 DETAL 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation:LP 4 Fastener type & s R., „,,0„, SLOPED SYSTE4PESCIYPTION paing: r *R..s. r z',1 Cup Sheet: - 1 q o lb Roca cov s#1 L 119 II r Drip ediud 3 " 3" 6 IA— S r TILE CALCULATIONS (Pmax 1: _ x X (Aerodynamic ) - M S.IT= PCA: 3 gd .77 (Prnax2: .1f1 (Anrodynartac Muniplier): ) M 2 - - .5 PCA: 3' . (Pt.nax3: q x X (Aetudynamic Multiplicr):. 7 - M 2i.S PCA: 8: 7 Page-2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals Ad hes we Set PO& pro Pe4fy '3 ir, As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. e owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Owner's / tent's Signature Date 123.01 -12 PAGE 2 7/99 APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) xposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. verflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. opfr actor's Signa re MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Alrnar (USA), Inc. 6645 NW 77 Ave. Miami The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Expires:12 /16/2002 Approved: 12 /16/1999 FL 33166 I of 8 l 1IAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: Altusa "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 11,r. rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Offic Internet mail address: Dostmasterc buildin2codeonline .cam git Homepa¢e: http : / /www.buildingcudeonline.com ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 NOTICE OF ACCEPTANCE: 1. SCOPE This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do 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. Trim Pieces #30 Felt Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant One Piece `S' 2.1 Components or products manufactured by others Product g43 Coated Base Sheet Test Dimensions Specifications 1= 18' '/" w= 10" '/" thick nominal I = varies w = varies varying thickness Dimensions N/A N/A APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Specifications 2 Product Description ASTM D 226 Saturated organic felt to type 1I be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlay Manufacturer generic 3eneric Frank Zuloaga, RRC Roofing Product Control Examiner v ALNIAR (USA), INC. Product Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTN' ") NOTICE OF ACCEPTANCE: Test Dimensions Specifications N/A 30" x 75' roll 36" x 75' roll or 60 "x75'roll 36" x 75' roll vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. 10d x 3" #8 x 2' /2" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A ASTM D 249 PA 104 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Manufacturer Mineral surfaced asphalt generic roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self - adhering top edge. Protect -O -Wrap, Inc. with current NOA PA 103 Self - adhering W.R. Grace Co. underlayment for use as with current NOA a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. generic generic generic Bermuda Roof Company, Inc. (with current NOA) Frank Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product Quickcrete Roof N/A . PA 123 Tile Mortar Roof Tile Adhesive ( "Polypro® AH 160 ") Tile -Bond 3. LIMITATIONS NOTICE OF ACCEPTANCE: Tes t Dimensions Specifications N/A See PCA Factory premixed canisters See PCA 4 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar (with current NOA) Po lyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `One Piece S' Clay 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. Frank Zuloaga, R.RC Roofing Product Control Examiner Table 3: 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 One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 I Installation with a•a" tile headlap and fasterners are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M (ft-Ibf Tile Profile 3 ":12" or less 4 ":12" 5 ":12" 6 ":12" 7 " :12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 ALNIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Frank k Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - A. (f e) Tile X (fe) X (f Profile Batten Application Direct Deck Application One Piece 'S' Tile 0.253 0.274 ALNIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Frank k Zuloaga, RRC Roofing Product Control Examiner AL MIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive See manufactures component approval for installation requirements. Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Frank Zuloaga, RRC Roofing Product Control Examiner Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -1bf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile • Mortar Set' 24.50 AL MIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive See manufactures component approval for installation requirements. Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Frank Zuloaga, RRC Roofing Product Control Examiner Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile 'S' Tile Application Minimum Attachment Resistance One Piece Tile Polyfoam Poly Pro T"" 66.54 Polyfoam PolyPro 38.75 4 Large paddy placement of 63grams of PolyProTM 5 Medium paddy placement of 24grams of PolyPro'". AL MIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive See manufactures component approval for installation requirements. Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Frank Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 10-1/ 2" ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99- 1102.04 Frank Zuloaga, RRC Roofing Product Control Examiner ALNIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 R APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. ' Failur° to comply with any section of this Acceptance: shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC Fran Zuloaga, RRC Roofing Product Control Examiner ROOF. •COVERING MATERIALS.(TEVT) • ROOFING • SYSTEMS (TGFU)= Continued Insulation (Optional): Orte or:more layers .pertite, wood fiber, glass' • fiber; isocyanurate, urethane, pertite /isocyanurate :composite, . pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base :Sheet: Two or more-Layers of Type G2 or G3: • Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Pius" (granule). • • • Surfacing: Karnak No. 97, 1 -1/2•- 3 gat/sq or graveL 8. Dedc NC ' • • . • Incline: 1/2 • .Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite/isocyanurate composite, per(ite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. -Membrane: One or more layers•of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Ptus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gat/sq. • 9. Deck: C -15/32 Indine: 1/2 • • Insulation (Optional): One or more layers pertite, glass fiber, .3/4 in. min, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane. composite, phenolic, 1 -1/2 in. min. • Base Sheet One or more layers of Type G2 'GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. . Pty Sheet: One or more layers of Type GI "GAFGLAS Ply 4', hot mopped in place: :. •.. Membrane: ".Ruberoid Mop .FR" (granule). Surfacing (Optional): GAF Rbered Aluminum at .1 =1/2 gat/sq or GAFWeather.Coat Emulsion at 3 gat/sq. . . • . ; 10. Deck C -15/32 ' Indine: 1/2 ..•.- .Insulation (Optional): One or more layers •periit'e, .glass fiber, •3/4 in. min, isocyanurate, urethane, pedite /isocyanurate •composite, pertite/ urethane composite, phenolic, .1 -1/2 in. min:,, , Base Sheet: One or more layers of Tyyppe G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened.in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Pty 4 "; or.. ".GAFGLAS Pty• 6" 'hot mopped in place. • , • • _ • • Membrane: 'Ruberoid Torcfi•FR" (granule): • •' ' • Surfacing (Optional) :• GAF. Fibered Aluminum Coating at.1 =1/2. gaL/sq or • GAF Weather' Coat Emulsion at 3 gal/sq: 11. Deck C - 1532 Indine: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, periite or fiber, . any. thickness, hot mopped or rnechanicalty..fastened in . place. 'Joints ••- offset 6 in. • Base Sheet One or, more layers Of Type G2 "GAFGLAS #75 Base' Sheet", hot mopped or mechanically fastened in place. '• Ply Sheet (Optional): One or more layers of TYPe Gi 'GAFGLAS Ply or " 'Ply 6" hot mopped in place. .: Membrane: 'Ruberoid Torch FR" (granule), ....••• , Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or ,.; GAF Weather.Coat Emulsion at 3 gat/sq. ,. . •: ' 12. 'beck C -15/32 Indine: 1/2 Insulation (Optional): Isocyanurate, rtite or glass fiber, any thickness, hot or mechanically - fastened in lace ..•Joints offset•6.in. Base Sheet: One or more layers of Type A2 , "GAFGL,AS #75 Base Sheet", ;,..,hot or mechanically,fastened in place. ,.•.• ..... • • Ply Sheet One, or more layers of Type G1 GAFGLAS PLY 4" or "Ply 6 ", hot mopped in place. •• ,. • , • Membrane: 'Ruberoid Torch FR" ((granule): -,Surfacing .(Optional): GAF Fibered Atuminum..Coating at 1:.1/2 gal%sq or GAF Weather Coat Emulsion at 3 gal/sq. ' 13. •Dedc.N<;• . r.. , .Indine: 1 /2 - ^, . Insulation (Optionat): Isocyanurate, wood fiber, boar pertite, glass fiber, anysthickness,, hot mopped or •mechanically fastened in, place. JOIMS offset 6 in... . Base. Sheet: One or more layers of Type GZ "GAFGLAS #75 Base•Sheet", hot mopped in place. . • Ply•Sheet.(Optional): One or more Layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. • ,. Membrane: 'Ruberoid.Torch:fR' (granule). Surfacing (Optional): "GAF Rbered Aluminum Coating" at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gal/sq. •, . 14: Dedc•NC - ,y ,, •••nr r:. :•.•. •• ..s; Indine: •1/2,;0. , ;-!u• Insulation (Optional): •Isocyanurate, .wood .fiber• :board, pertite, glass . fiber, •au :thickness; hot mopped or`. mechanicalty2 fastened• in: place. Joints offset 6'in:yr . • , ••T _ '1 Base Sheet One•,or more layers o ' G A F G LAS E #75 :Sheet', hot mapped in. lace. n : '; • m. :'.• !TA ,;i� 3/, ,..: 'i- Pty Sheet `(Optional):• o more,layers of 'GAF GLAS Ply .4! otfPly 6' r•cr hot .mopped impLace.:.� �; :: -u :' :/,1 ridl1.�)' '•,; vr■i Membrane: "Ruberoid Torch FR" (granule); `,• : -rn Till).,./ • .: uSurfadng (Optional): GAF •Weather Coat Emulsion' applied ei: 3:gal/sq or LOOK'FOR ON' PRODUCT ROOF COVERING MATERIALS.:(TEVT) 13' ROOFING SYSTEMS.(TGFU)= Continued GAF Fibered Aluminum Coating at 1- 1 /2 .gat/sq. 15. Dedc C- 15/32: ; . • • • Incline: •1/2 : •Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, pertite • isocyanurate composite .or. phenolic • • Base Sheet One or more layers Type•G2 or G3 base sheet, hot moppe or mechanically fastened. ' • • • : -• Ply Sheet (Optional): One or more layers Type G1, hot mopped in placE Membrane: "Ruberoid Mop FR" or 'Ruberoid Mop 170 FR" (granule). 16. Dedc C -15/32 . ;. Indine: 1/2 Insulation (Optional: 'Pertite, fiber glass, isocyanurate, urethane, perlite isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more Layers of Type G -2 or G -3 base sheet, he mopped or mechanically fastened. Pty Sheet (Optional): One or more Layers of Type G -1, hot mopped i place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth) Membrane: One Layer of "Ruberoid Torch FR" or "Ruberoid Mop FF (granule) 17. Deck NC Indine: 1 Insulation (Optionat): Pertite, fiber glass,' wood. fiber, isocyanurat• urethane, periite /isocyanurate'composite or. phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppe or mechanically fastened. . ' Ply Sheet (Option(): One. Or more layers Type G1, hot mopped in plan ...Membrane: One layer of .".Ruberoid Mop. FR . or. "Ruberoid Mop 170 Ff • (granule)... . • 18. Dedc NC Indine: /2 Insulation (Optional):• Pertite, •fiber glass, wood fiber, isocyanurat urethane, perlite,isocyanurate composite or.phenolic Base Sheet (Optional): One or.tnore G or.G -3 ba: • . sheet,. hot mopped•or mechanically,fastened.'.• • • • 'Pty Sheet '(Optional): 'One or More layers of Type G =.1, hot mopped i place.. •.. M embrne: One layer of "Rulieroi: • Torch" ' ( sm000th), 'Ruberoid Ma! (smooth).: .. . Membrane:.One layer of, "Ruberoid Torch FR" (granute). •. .: . 19. Deck: NC .. . • Indine :.1 /2. Insulation (Optional): One . or.more :. layers- -.of',pertite,' glass fibe • isocyanurate, urethane, pertite /s ocyanui'ate phenolic, ar thickness. • • . . Base Sheet: - One of more plies G3 ar.G2, hot mopped or adhered wi' "Karnak Chemical Co. 'No..81" or Gibson -Homan 'No. 6160" cold apptic • adhesive `at 1 =1/2 gat/sqq. ' •.. Membrane: One layer offRuberoid Mop FR" or "Ruberoid: Mop. 170 F: (granule), hot mopped;.or:adhered with Karnak Chemical Co. !No. 81' • Gibson -Homan "No. ¢160" cold applied adhesive at 1 -1/2, gal/sq. 20. Deck C - 15/32 ..0 . • . , :Insulation :.Polyisoccyyaanurate, any thickness.... • Base Sheet:'GAFG AS #75' (Type G2), nicaU attached. Membrane: One or• more plies of 'Rubberoid Torch smooth). Membrane: 'Ruberoid Torch FR' (granule). : • 21. C-15/32 : :. -... . indine:•1 /Z, . . 4nsulation •( Optional )':'Potyisocyanurate,.wod .fiber „perlite, .glass fib any thickness, •hot mopped or mechanically fastened• • .; • Base Sheet One ar more plies of Type G2'GAFGL1 S. #75 " " Ruberoid ; ,FR" base sheets, hot mopped . or mechanically fastened.:,.' - • • ;. Membrane :.One or more plies of 'Ruberoid 30 F.R "., hot mopped in plat 22. Deck: C 15/32' ', ; ' • Indirit i . . •. - ' Insulation (Optional): Polyisocyanurate, wood,fitier, pertite, qr gla •fiber any thickness, hot mopped or mechanicatly'fastened... • Base Sheet One or more plies of Type G2 'GAFGLAS #75" hot mopped mechanically fastened. . Pty,Sheet: One or more .plies of "Ruberoid 20" .or "Ruberoid 20 FR”, h mapped in pace. .. • ' ' : • . • . • Membrane: One or more pties of 'Ruberoid 3d' FR" hot mopped in plac Ctass B -Fully Adhered • 1. Decic C - 15/32 Indine: 1/2 • . Insulation' (Optional): One or more layers pertite, wood fiber, 99Le .:rsfiber; isocyanurate;• =urethane, perdite /isocyanurate•composite, perlit .; urethane composite; wood fiber /isocyanurate composite,• phenolic, at thickness. • l; • • . Base Sheet Two or•more layers of GAF G -1, G -2 or G -3 base sheet, h • `mopped or..mechanidally. fastened in. place. • • •• • • • . ` ` • Membrane: One or more layers of "Ruberoid Tardy," (smooth:hr.grule 'Ruberoid Torch Plus (granule)',• "Ruberoid Mop' (smoath granule) "Ruberoid Mop �P,�lus".(granule). granule Surfacing: Otnek:No..97!applied•atindm 1 -1/2 gal/sd.t :'rr'• • .8 2. :Deck :C - . .1532 .,:.' r. ". :•• 1/2: t` Insulation.! ( Optional): One or, -snore layers rpertite; r wood ifibeu 9� fiber, isocyanurate, urethane, perUtelsocyanurate tcomposite%. ppeerrtliti urethane composite,•• wood fiber /isocyanurate composit0phenolic., a' PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAFRaberotd® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Dynatech Engineering, Inc., Factory Afatual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Approved: 11/06/97 1 � Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used ''n ade County, Flpyi under the conditions set forth above. / / � .� /, • ':'� •ice ' Charles Danger, P..E. Director Building Code Compliance Dept. Metropolitan Dade County A ppt: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type, APP and SBS Product Control No.: 97 -0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing.commercial roofing products for more than .100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with . ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of61 Frank Zukma, Roofing Product Control Examiner 1 Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class'A' Note: Fire classifications and maximum design pr and the all assemblies ver all types. Review system listings for design pressures Materials Directory for Fire Classifications. Pagel of 61 Frank Zuloaga, finer Roofing Product Control Exam Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex P 1yTM 6 GAFGLAS Ply 4® GAFGLAS® • Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 lb. bags 5 gallons 1 5 gallons ASTM D 2824 1, 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 IbsJroll 5 sq. roIl 45 lb. roll 5 sq. roll 45 lb. roll 5 sq. roll 76 lb. roll ASTM D 1863 ASTM 1227 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D2178 ASTM D 3909- • '.._'`Page4.of61 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. i rank Zuloaga, Roofing Product Control Examiner Product RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification ' 5 gallons 60 Ib. roll various 69 lb. roll various various various various various various various Product Description ASTM D 3019 Firer reinforced, rubberizec+ Adhesive Type lII ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D4601, Type 1I, UL Type G2 BUR PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 • :....Page 5 of 61 Fiber glass ;:ease siieet impregnated and coated or both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Premium glass fiber reinforced SBS- modified base sheet Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation , Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high dens • ••.. Permali perlite insu a ' s uloaga, Roofing Product Control Examiner Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE®# 14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various PA 110 ;•apred Polyisocyantir i:e fn:im •insulation :tvith'high d_asity fiberboard or Permalite perlite insulation. PA 110 Po1yiso.;yanarate foam ;insulation with • high,density'fherr. ardor Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or PermaIite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and Page 6of61 metal and i rt'd•iet Description Fiberboard insulation. Perlite insulation board. Periite recover board High density wood fiberboard insulation. uloaga, Roofing Product Control Examiner Product RUBEROID TORCH '/. sq. roll PLUS 93 lbs. RUBEROID TORCH 3 /t sq. roll FR 90 lbs. - RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion Test Dimensions Specification 1 sq. roll 92 lbs. l sq. roll 92 lbs. 5 gallons RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up :100 Ib. cartons, Roofing Asphalt bulk RUBEROID MOD 60 lb. kegs Asphalt RUBEROID MOD 60 lb. kegs Asphalt L RUBEROID MOD 60 lb. kegs Asphalt P ASTM D 5147 Heavy du`y,'polyester-,rein {oreed, asphalt mod,:fied biZumen,rem6rane, granule surface ASTM D 5147 Heavy dury,;pc.ilyesow rei coated with fire retardant asFhal modified bitumen membrane, granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D. 5147 Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. • PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, • Type I Page 8 of 61 Pr'odtic7 Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, ]I, III and IV SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt i Frank Zuloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 '' /z" 3" and 3 ''A" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. • 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 PA 114 PA 114 PA 114 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 . ::.'page 7 of 61 Base fastening esserrlb�y.: Round gaivnh�rne stress plates. Prodacf Description Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Round polypropylene stress plates. SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non - Woven - polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. • Frank Zuloaga, Roofing Product Control Examiner Product GAFTEMP Tapered Various PA 110 Tapered poly istx:vatrurate f�a:i Isotherm R . GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANT GAFTEMP GAFEDGE Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Various Various Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- Mate 4 sq. roll Underlayment 30 Ibs. GAFTITE® ASAP 500 per box RUBEROID® Modified Bitumen Adhesive Test Fro■luct Dimensions Specification ' Description 5 gallons PA 110 Tapered,polyisncyP.nuratn foam Tapered polyisocyanurate foam PA 110 Tapered perlite board PA 110 Perlite board Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates Fiber reinforced, rubberized Adhesive ASTM D 3019 Type III :':Page 9 of 61 Cut perlite board Tapered perlite board u • aga, oofing Product Control Examiner Pyrox ACFoam I Test Product Dimensions Specification ACFoam II TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS various various various Hy -Therm Nail -line various Hy -Therm SP Hy -Therm AP Hy -Therm Stable R various Hy -Therm White various Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate • various various 2 7/8" x 3 1/4" , ,Prcatict I?ecrip.tion. PA 110 Polyisocyanurate foam insulation ' PA 110 Polyisocyanurate foam insulation ' PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly . PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. Page 10 of 61 • M .nufacturer Apache Products Co. . (wi current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) rank Zuloaga, Roofuzg Product Control Examiner Product Dekfast Lock Plate Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer 3 "x31/4" EPS various High Density Wood various Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Test Dimensions Specification various various 4 mil min. various Minimum # 12 PA 114 Polypropylcnc lbcking plate. PA 114 Product Description Insulation fascei,ets for concrete decks PA 114 Insulation fastener for steel and wood decks. PA 110 Poiyisocyanurate / perlite ridged insulation ASTM D 312 Type 1II or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails • • Page 11of61 Manufacturer Construction Fasteners Inc. (with current PCA). Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) s -- generic generic generic generic generic generic generic generic generic 0 1 10 ~` t l oaga, Roofing Product Control Examiner Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO.95+ Product ENRG'Y -2 I SORoc Test Dimensions Specification Corrosi0n resatant ;ir u lar • discs. . Min. 32 ga. x 1s / = 1 various PA 121 A1un,inur,i.roof coat ?rg PA 110 Gypsum insulation board. PA 114 PA 114 Insulation fastener steel, wood or concrete decks PA 114 insulation fastener PA 114 PA 114 3" round PA 114 various PA 110 various PA 110 various PA 110 Product : Description' Insulation fastener for steel or wood decks Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / . rockwool composite insulation Page 12of61 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Product Dimensions Olympic Standard 3" round Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board 3.25" round various various Test Specification PA 114 3'' round galyalume AZ55 sictl pate PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) PA 110 PA 110 ?re:dumt Description Insulation' fastener Polypropylene plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Rockwool insulation Rockwool insulation Page 13 of 61 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) oaga, Roofing Product Control Examiner U ltraGard Product Dimensions Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep II Tru -Fast DL various 3" round 2" round 3" round 3" round Test Specification PA110 PA 114 Irisula ?iflh sastencr, fo)'. steel SFS /Stadler and wood dock: with current PCA) PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 PA 114 PA 114 PA 114 PA 114 PA 121 PA 121 Product Description Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 .steel plate for use with Rawlite fasteners Roof coating Roof coating .`Page 14 of 61 Manufacturer :Pbi�isocya,'iu +ute fo4in; Schuller irisulatio• . International Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Thermo- Materials Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast or wood �_°� Ish-cIIrrerrt-PGA Frank Zuloaga, Roofing Product Control Examiner Product Tru -Fast Plastic Plate Dimensions Tru -Fast MP -3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck 3.04" round various • Test Specification PA114 PA 114 PA 114 PA 114 PA 114 PA 110 Yrofluct Description 3.04 "'round po'yethylnrie piastic p'la�e 3.23" rcur.'d gal alur'r. .Z5( teel plate • PA 114 . Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber =Page 15 of 61 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) •Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) rank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 72 " or greater plywood or wood plank ciec.ks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultinia: Ease Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS F1exP1y Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied•to the deck with approved annular ring shank nails and minimum 1 '/_" tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® . Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied .within the EVT range and at a rate of 20-40 lbsJsq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop PIus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraClad SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the.following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat . of approved asphalt at 601bfsq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":I2 "; See General Limitation #3. . . „v :Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner SYSTEMS Membrane Type: SBS Deck Type II: Wood, Insulated, New Constr ction os R Deck Description: "/, :" or greater plywood or wood plank System Type A(I): Anchor sleet mechanically fa'stened,a /i Iaym of insulation adhered with approved asphalt. All General and System Limitations shall apply.' Insulation Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Densi (see PA i �7) One .or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N N/A Minimum: 1" x 3' x 4' N/A N/A . N/A Approved Type(s): ISORoc, GAFTEMP® Tapered N/A Minimum: 1" x 4' x 4' N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBaard N/A Minimum: 'A" x 4' x 4' N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMPID Fiberboard N/A Minimum:'/" x 2' x 4' N/A N/A N/A Approved Type(s): Faroe N/A Minimum: '4" x 4' x 4' N/A N/A N/A Approved Type(s): Periite, GAFTEMP® Permalite Minimum: '4" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas N/A Minimum: 15 /16" x 4' x 4' N/A N/A NIA Approved Type(s): Permalite Tapered Roof Insulation, GAFTEMP® Isotherm Tapered N/A Minimum: '4 " x 2' x 4' N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IaothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N-Tapercd Minimum:' Y4" x 4' x 4' N/A N/A � r N /A� ) ---!:. Page 18 of 61 Frank Zuloaga, Roofing Product Control Examiner Note: All insulation shall be adhered to the anchor she*st in fill 4nopp5ags of approved hot asphalt within the EVT range and at a rate of 20-40 Ibs.s Please refer to Metro-Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approvedi top'layer nculat =on installed as the final membrane substrate. Composite insulation panels miy b, rsed as A tup layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforaded laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. GAFGLAS ®. Ply 40, Ply 62), GAFGLAS Flex Ply' 6, #75 Base Sheet, GAFGLAS #80 Ultima" Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c, at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS #75, GAFGLAS #S0 ULTIMA" Base Sheet, GAFGLAS PLY 4®, GAFGLAS PLY 60, GAFGLAS Flex Ply" 6, GAFGLAS STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID' 20 directly over the top layer of insulation. Adhere with. any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq; (see General Limitation #4). (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 60 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq,. One or more plies of RUBEROID® 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®, • fully adhered in an approved asphalt at an application rate of 25 lb. /sq. -�- 15 %. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /,sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 19 of 61 I Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is bzseci, on Minirpuni;CSa.-acteristic Force (F) of 95 lbf or greater as tested in compliance with 14c.rto -Dade ,Crounty P'rotvo;o1 PA 105. If F as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing A9plipation Str_riadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275.1bf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet: 4. ''A Type X gypsum board is acceptable to be installed directly over the wood deck.. 'Page 57 of 61 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMT ATIONS 1 All asphalt shall comply with ASTM: Ij 312 ' LI or type SV requirements, and approved by applicant.- 2 Fire ratings are determined by a combination' of:sloV.e,'dPek type and assembly. Refer to current Underwriters Roofing Materials Dirertc,ty, or • other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with' Sections 3401.5 and 3401.6 of the South Florida Building Code. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a .continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is Iimited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58of61 7 Perimeter and corner areas shall comply with tLc enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South'Fh rida.Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application. Standard 1 ?A 117..'( h' n this limitation is specifically referred within this NOA, General Limitation #2) w l l not be applicable.) 8 All attachment and sizing of perimeter naileis, meal ;profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter, 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F) value as tested in compliance with Metro-Dade County Protocol PA 10.5. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppin.gs shall:be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(ax3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner ' 14 All standard panel sizes are acceptable for taechc.aical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum: 15 In re- covery/re- roofing applications, prior tc t'P applic:ction, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro 'Dade :our Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an rxSsting 1oof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with . proprietary or approved adhesives may be used prior to the application of'the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The. assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) • Page 60 of 61 rank Zuloaga, Roofing Product Control Examiner GAF Materials Corporation , ACCEPTANCE NO.: 97- 0814.14 1361 A1ps.Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPTR«.S; . November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered .viler ti renewal application has been filed and the original submitted documentation, including test supFbrtin7, d'st2', .engirieeritl documents, are no older than eight (8) years. 1 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner BUILDING ❑ 0 PLUMBRNG L ❑ PERMIT ROOFING ❑ Owner of 1 Building 1tQ. -; L'!. } f Architect Contractor or Builder Legal Description Address of Building I' / ; r 4) MIAMI SHORES VILLAGE, FLORIDA Work to be o 1/ o � `- U 0 1/ �1 Lot ) ') O. J /, 11 Bt. .47645 Date Contractor's License No. /. performed under this Permit c G -' I' (% l% i t t !1 f t/t/t l r r� 1 ,f /r. / /)y C, ;Ili ` ->t 1 /I t., ti ( i 0 1.-1 A I., V i 4. < f I / � P . A i i i , ` / r'rir 2 % i i t / i k .t. r f Subdi- vision ! -3206 g /3" 0g3o Sq. Ft.: • V 13 ii - /7 Value of pry Project $ l O ,) it ##.* Permit: .� • CCF: 6.00 Notary: (9 Bond: _47""r;R'_ Radon: Amount of 0 0 Permit: ., This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 444rx Signed • x ( INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. • 280 0A200 10/0 5 /O)';'flfl. `' . n CONTRACTOR or BUILDER ' BY AUTHORITY ;3 Test Location Uplift Pull Test r F Test Location Uplift Pull Test (P or ) Test Location Uplift Pull Test (P or F) 1 L . , 27 5 2 � 27 52 3 28 53 d 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 ' 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 a 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 Owner's Name: Job Address Roofing Contractor Type of Tile: Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory THIS RE P_„u UBMI BY: ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 aAl`' -24 AA t M, 6 ,/a P/ NT ' Date Installed i Approximate Roof Height: ie-f feet Roof Pitch. //L Type of Access to Roof: Scaffolds V Ladder Other Approximate Square Footage of Roof .2 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested j 2-3 oz IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. orge Du Quesne, P. ivil Engineer .E. #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94. 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK UTR 17665 Environmental • Civil • Structural Building Inspection Services Permit # VAN a' 7 THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 KETCH OF ROOF JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE NOTES. SKETCH OF ROOF JOB 29 iv. E. 74 sf,A4i4M! SHEET NO 2-- OF 2 CALCULATED BY 7 DATE I --- 2-3 - of CHECKED BY DATE SCALE ■•■■■■ ■■■■N]■■■■EMICi IMEMrM■ ■ ■■• 11111111111111111120. !x] ■■'' ■/_� ■ ■ ■� ■1/� ■ %� ■ ■ ■ ■■ ■■■■■mme■■■um«aerainammi u■■■■■ MENNIIIIIMPAMMINIMIWNEP1INFINEMENN 1111111111141 =HO ■ ■ ■■1MMI�iQ i ■■■■■ ■■ ■■■ r!ur r; mc,7■m■■e■■rmoso ■■ ■■■ ■■■■■essu■■ ■ %■` :a■ namiu ► J ■ ■ ■ ■■ NOTES. F / or --- )Ur g ent ❑ ' Date e l/VJfde While You Were,Out M . flV ..L /L' Of Phone Telephoned ❑ Came To Seeou ❑ Returned Your Call ❑ Please CaII ❑ Will CaII Again LI Wants To See You ❑ Message '� „� -f . ,;; L �,Gec= -�� 7 ] d • 9711 ?`7 /`- /k AREA CODE NUMBER EXTENSION C ADAMS BUSINESS FORMS Date titre of Phone Fax Messa•e Timel U . WERE *.; c� ' k 0 PM 5 A I Y • m .,t . � . ,L / ► lfC1 OUT 0 • - - Area Code Number Ext. Area Code • • Number Telephoned Please Call ,t ■ Came to see you Wants to see you Returned your call Will call again •.A7 . I. _nora., AAA �� A . , l% a • ' • • i/ A u \ / i .1. ...1..• C� • 111 V. .,■. / 'T _ 1 , Q - .(.) C..ANL �R Signed URGENT Quill Corporation 1 -800- 789 -1331 ` #7 -92001 Reorder No. .SENT BY: 1 Miami Shores Village 8 - 23 - 0 ; 11 :32 ; RICHARD & RICHARD 3057568972;# 2/ 2 will appreciate and expect you action on this matter. Very Sincerely, Rog rimes 42 NI, 94th. Street Miami Shores,Florida Home: 305 7588226 Office: 305 5581400 Ext. 1151 • August 23,2000 Attention: Richard Sarafan, Village Attorney Dear Mr.Sarafan, My name-Is-Roger Grimes and 1 reside at 42 RE, 961h. Street in Miami Shores.I have owned Ellis 4lorrae - past years. e house at 29 N.E. 96th. Street has a r mplete reroofing .This job was started over 17 months ago and has never 'n completedrT r e e is presently stacked on the roof and has been for almost a year and a half.This poses a huge a hazard to every residence in the area in case of a wind storm ,not to mention the unsightly appearance.' have mado complaints abount this to the Miami Shores building inspector, Mr.L,ublen and also io the zoning department several times.The residents of the subject home `,r-2 w..Nera and have also expressed their concern . Please let this communication serve as written notice of the liability that may he with the Village .1 e liECE 0 ci AUG 2 3 2000 x • RICHARD AND RICHARD RESPINSC /REPLY DUE D3;:KrTED ON $19' BY DIS1PIBUtEO Tb :IF Q For Ur p 1 Date / / `� /+r�e While You Were, Out rh.tA-6 , Of Phone ___ /�/�f� ST AREA CODE NUMBER EXTENSION Telephoned ❑ Came To See You ❑ Retumed Your CaII ❑ Please Call ❑ Will Call Again ❑ Wants To See You ❑ - `igned 9711 ADAMS BUSINESS FORMS Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHONE NO. L 3 S INSPECTOR Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHO INSPECTOR Q •5 /2, -7114 DATE 9y ;19 Ns' 6s?L !YY DATE DATE .SENT BY: Miami Shores Village F�qL� �P Attention: Richard Sarafan, Village At •rnoy PL y l l ®( � T ‹.t I� epee Very Sincerely, Ro3 rimes 42 NI. 9th. Street Miami Shores,Florida 8 -23- 0 ; 11 :32 ; RICHARD & 3057568972;# 2/ 2 Dear Mr.Sarafan, My name is Roger Grimes d 1 reside at 42 ME. 96th. Street in Miami Shores.I have owned this hosna for the past 27 years. The house will appreciate and expect you action on this matter. Home: 305 7588226 Office: 305 5581400 Ext. 1151 ow wRl T T T v y �` Y gEA,f )161-q r i,F rl ' E o �'` P p vi f T. oP vol t, , � f � D� fyw P e� C I -`/ or`" August 23,2000 as a incomplete reroofing .This job was started over 17 months ago and has never been completed.The tile is presently stacked on the roof and has been for almost n year and a half.This poses a huge a hazard to every residence in the area in case of a wind storm ,not to mention the unsightly appearancel have mad©.complaints abount this to the Miami Shores building inspector, Mr.Lublen and also io the zoning department several times.The residents of the subject home W = -ttra and have also expressed their concern . Please let this communication serve as written notice of the liability that may he with the Village .1 R ECEOVE 7 ; t I `I AUG 2 3 2000 . J i RICHARD AND RICHARD PCSt1ttSE /REPLY DUE W_.._ 1,, i B a 5 p3;;KfTED ON SID*-- (Y Y -1 DIS1F BUt[0 TG a ,� • �'tiF�� -- ---- -- O e_ck Ce\ A rcJ Hy 305 z3,DiX «'I - DATE COMMENTS PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3' � Job Address 2 9 N e- 9 16 S T Tax Folio 1 1 3 Z o 6 D ( 3 ?""3 D Legal Description Li /5 16 81k 6 pe 10-1 ') Historically Designated: Yes No Owner/Lessee / Tenant C'rA/ Le Z c. M'1 4 Master Permit # Owner's Address Z i NE 96 S T Phone Contracting Co. 41 I KE Nof fo ko of /N G Address / 6 36`0 S W 1 s 3 c-1- SS# _ Phone 3 nS - 2 3 S - 7 ZS State # C < < o Y Er / S Ff Municipal # Competency # Ins. Co. Address Qualifier nr 1 Ic F ND I c f 0 Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA OOFIN AVING FENCE SIGN WORK DESCRIPTION i'er o ve -Px tsr/w5 cool 'c j 10 s rw . Ow Sion r oof Co /o✓ tt1�v) /rvs0A,8 41 (2' / Awa. ALTvsA IFS asvd 'o,,, ) /wsfA // 417 Iikly 614 Si d fi voill4'rvi Cy Square Ft. 3 0 0 0 Estimated Cost (value) / (3 Do o WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. estt,... divi"c-4 61 grf ature of ownernd/or Condo President Date /6/9 are of to Owner and/or Condo President Date My Commission Expires: Yak FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Torit000 C.C.F. Signature yh' Contract6r or O uilder ,c1 4 , W.47 Notary as to Contractor or Owner- Builder My Commission Expires: Electrical I� P ilB t 4 0F 0.0 NOTARY BOND 3 Date 3 —qq Date AIDA COLON ,, My Commission CC529589 A' ♦ Expires Feb. 01, 2000 TOTAL DUE Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERM NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 99R 152320 1999 MAR 24 13:09 THE UNDERSIGNED hereby gives notice that improvements be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2 ci Al `? G s .rt ill IPm) StffOEF s 2. Description of improvement: e OD 3. Owner(s) name and address: eP/z, I, � , (A ) <I" 4. Interest in property: iv /A Name and address of fee simple titleholder: 4. Contractor's name and address: ! <t ,)or /w 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Pl. I/4 Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 1- 3/PeL7 - 4.24., Signature of Owner n� Print Owners Name lSH_�;.�� L., I2dol 5 I•1iy16 1-4wy in . mr f / Sworn to and subscribed befor - m - 2 � y of , 19 a f ?????????/???11/111M11 < PrP Notary Pu < : - '1.1 N < ... ...... .- , Y Print Nota <s boo %> w )),w, .)11)';, :w: , .)).`,w,w,) ' My Commission Expires: STATE 07 FLORIDA COUNTY OF DADE I HEREBY CERTIFY that this la a t e C o p y d of the on final iI in this o ico o n__ = --- s A wI :NESS my hand and Official ' Seal. Clerk Circuit Co By £ A 5 ✓ +T / Prepared by: ) 1 k - Na ; r o Address: /6 5s e - 12301.52 2/93 Appendix "E" UNIF I )RM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: frt 11Z e /✓a F F v Job Address: 2 °i A/E ` I 6 ST ROOF CATEGORY d (Low Slope Application) ❑ (Nail -On Tile) '(Mewter- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal RoofslWood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re-ro' i fing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) / 3 0 O Sloped Ro ; f Area (ft) 1 7 0 ° Total (ft) 3 ° 4 ' s ° Master Permit No. Exposure category (per ASCE 7 -88): L Building Classification category (per ASCE 7-88 table 1): Zr Ft n v Ft. n v 0' /0' /v b er 0 01, ho GAF G c •4s ,D'y 1Z' #t•ZS (,AF 6 Deck type: S/S " p 1y w Qv 0 Fastener Type: / /Y i� • ) SPAC1 DETAIL 1 & 2 RI: OF HEIGHT AND SYSTEM DETAILS (Draw detaib as needed) ATTACH 1 FIeld: / Z " Perimeter: 6 Corner: u Page -1 te ,4 } '3 e / ROOF PLAN Ridge V.ateslam? I #1 44 MUNR Qats Deck type: 0 0 0 Undertayment:J # 3 0 D E T A I L 1007 SLOP% S Appendix "E" UNIFORM ROOFING PERMIT APPLI CATION PROCESS No. SLOPED SYSTEM DESCR,IPTIO' J Fastener type & spacing: Cep Sheet: V y" z, `10 jb Roof Covering: Drip edge: 3 X TILE CALCULATIONS (Pmaxl: 77.3 x X, (Aerodynamic Multiplier): • 3° ) - M S' 3s ° M I .S PCA: !: 6. (Pmax2: 11 x X (Aerod Multiplier): • 3► ) - m s% 3S =M 3y,5" PCA: ( 6•S (Pmax3: 'I1.3 x X (Aerodynamic Multiplier): , 3 I ) M 5; = Ms: 344 PCA: " 6 'S Al rACHMENTS REQUIRED 1) Fi ; Directory Listing Page 2) Dl le County Product Control Ni ice of Acceptance -Cover Sheet a) ipecific System Description b) 3pecifc System Limitation c) 3eneral Limitations d) .pplicable Detail Drawings 3) M i nicipal Permit Application 4) Ot : er Component Approvals 401' es,vt Se f 136 # ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued . urethane compositeq.wood l fiber/isocyanurate composite, phenolic. any thickness. •••• • Pty 'Sheet Three or more layers of Type G1 "GAFGLAS Ply 4' or "GAFGLAS Surfadng: "Special Roofing Bitumen" 20 Ibs /sq.. . • "•s• •'' COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR ' 1. Deck: C -15/32 A Indinei 1/2 . ' Insulation (Optional): . One or more layers pertite, Wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite,' phenolic, any thickness. , Ply Sheet: Three or more layers of Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bttumen. . Surfadng: Gravel., . COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC ••• • -Incline: 2 ... • • Insulation (Optional): One or more layers perlite, wood fiber or glass -fiber, 2. in. max: Ply Sheet Three or more layers of Type G1 ' GAFGLAS Ply 4" or "GAFGLAS Ply 6".• . . :. Surfadng: Grundy Industries 'al MB Aluminum Roof Coating' at 1 -1/2 gal/sq• Indine i .. 2. Dedc NC Insulation (Optional): One or more layers perlite, wood fiber,: glass fiber, isocyanurate; urethane, perlite/isocyanurate composite, : perlite/ urethane composite, wood fiber / socyanurate composite, phenolic, any thickness. . :.. •• • .• Ply Sheet Three or more layers of Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply.6 ".. ' !: Surfadng: 'Weather Coat Emulsion' at 3 gal/sq. 3. Dedc NC Incline: , 1/2 -• . Insulation: One or two layers "Isotherm R", 4 in., hot mopped.. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. '- 4. Dedc NC Ind' ndine: 2 • -... Insulation • (Optional): Isocyanurate,•. petite, isocyanurate/composite, wood fiber and glass' fiber, any thickness, mechanicaUy.fastened.- Base Sheet One ply Type G3 or G2, ,mechanically fastened or hot mopped. : • • .: , : .....:, .. ,.;i Ply Sheet One or more-plies Type G1 or G2, adhered with hot roofing asphalt.. r,. • :< • Surfadng: "GAF Premium Frbered Aluminum Roof Coating", 1 -1/2; gal/sq or 'GAF. Weather Coat Emulsion', 3 gal/sq• • • • . " Class B 2... Deck C-15/32 • - Indine: 2 • Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pedite/isocyanurate compgsite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. ` . • Ply Sheet Three or more layers of Type c,1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfadng: Grundy Industries 'al MB Aluminum Roof Coating", 1 -1/2 gal/sq• . Incline: 3. Dedc NC Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, • isocyanurate, urethane, pedite [isocyanurate composite, petite/ urethane composite, wood fiber/isoiyanurate composite, phenolic, any thickness. • Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfadng: "Weather Coat Emulsion AF" at 1 -1/2 gal/sq• Class C . 1. Dedc C -15/32 Indine: Unlimited Insulation (Optional): One or more layers.perlite, wood fiber or glass • fiber, 2 in. max. Pty Sheet Three or more layerss of Type Gi 'GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfadng: Grundy Industries 'al MB Aluminum Roof Coating" at:1 -1/2 gal/sq or "Weather toat Emulsion" at 3 gal/sq• . - • 2. Deck C -15/32 Indine: Z, Insulation. (Optional): One or more • layers pertite,. wood fiber, 8lass fiber, isocyanurate, urethane, pertite/isocyanurate composite, Polite/ • urethane composite, wood fiberfsocyanurate composite, phenolic, any � Ply Sheet Three or more layers of Type•GI'GAFGLAS Ply 4''ot"GAFGLAS LOOK! FORMARK ON :PRODUCT ROOF COVERING MATERIALS.(TEVi) , ROOFING'SYSTEMS;(TGFU)b -- Continued Surfadng: Gmndy•Industries'aL:MB : AWminum .Roof Coating' atr1-1/2 3. 9a1,441. u C- .. Indine: Unlimited '. • • Insulation (Optional): One i or • mere „layers polite, wood . fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate 'composite,: ppeaite/ urethane composite, wood fiber/isocyanurate composite;•pheeolit, any thickness. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4' or " GAFGLAS - Ply 6 ". Surfadng: "Weather Coat Emulsion" at 3 gal/sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS ' • • - Unless otherwise indicated phenolic insulation may' be used in any of the following systems. . . Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. 'GAF Premium Aluminum Roof Coating' may be used on any of the following Classifications not exceeding 1/2 in: "GAF Weater Coat Emulsion" may be used on any of the following . noncom- bustible .Classifications not exceeding 1/2 in. . " Monsey Corp. 'MBA Gold" and Karnak '"No. 81 " adhesives may be used in any of the following noncombustible.'deck Classifications.. , . • - Tropical Asphalt 'No.'lit AP adhesive may be usea:in "any of the following Classifications. • Class A Ballasted 1. Dedc NC • . Indine: 2:;.. ... Insulation: One or twolayers'Zsdthenn. R",,any. thickness, t'oose laid or • niechanically fastened. < Membrane: Any UL Classified membrane used in a ballasted system. Sr Surfacing: River Bottom Stone, 3/4 to 1-1/2 in. diam. , 1000 lbs /sq• ;� C l a s s A —Fully Adhered " ..i: 1. Deck: NC ' Indium 1/2 . • i Insulation • (Optional): One 'or - More :layers perlite, •wood' fiber, glass .fiber; isocyanurate, unthane; perlite/isocyanurate composite, :petite/ urethane composite, • wood fiber/isocyanurate ,composite, phenolic,. any ::Base Sheet (Optional): One or• :more layers Type G1, G2 orG3. Membrane: One or more layers of " Ruberoid Torch' (smooth or granule); " Ruberoid Torch Plus'..(granule);•fRuberoid Mop';(smooth or granule) or • 'Ruberoid•Mop Plus' (granule): ', : •" • • ' . Surfadng: Gravel, 400 Lbs /sq loose laid or applied in a flood coat of hot roofing asphalt 4s•• , y • • ; 2.., Dedc NC • •, ; - , . , , Indine:,1 /2 ., . • • . •,.. Base Sheet (Optional):. One or more,layers,of Type Gi; G2 or'G3.., Membrane One or mor!e ' Ruberoid TorclrT;(smooth or granule); • ' Ruberoid Torch Plus' (granule), uberoid Mop" (smooth or. granule) or • .. "Rubereid :Mop Plus' (granule). :. • . . Coating: Karnak No. 97, 1-1/2',3 gal/sq... • 3. Dedc NC r. . Indines.!/4 Insulation (Optional): One or -more. tayers wood .fiber,, glass fiber; any thu Base ,Sheet (Optional): One,or more layers of Type G1,.G2.or G3•..: r . - Membrane: One or more layers of ` Ruberoid Torch". (smooth or granule), ' Ruberoid Torch Plus' (granule), ' Ruberoid Mop" (granule) or Ruberoid Mop Plus" (granule). .•. • Coating: Karnak No. 97; 1 -1/2 3 gal/sq• . • 4. Deck C-15/32 Incline: 1/2 Insulation: One. or more layers pertite glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, perhte /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from. plywood•joints 6 in.). • Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type. G1. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule); " Ruberoid Torch Plus' (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . • Surfadng: Karnak No. 97, 1-1/2.- 3 ga(/sq• 5. Deck NC. • Iodine; 1/2 • Base Sheet (Optional): One .or more layers of Type G1, G2 or G3. , Membrane: One or more layers :of 'Ruberoid Torch' (smooth or granule), " Ruberoid Torch Plus' (granule). • or Grundy Surfadng Optional): Karnak "No. 97' or '169" at 1 -3 gal/sq, • Ind. "20 F Emulsion' at 3 gal/sq• �• 1/2 • .. 6. Deck C -15/32 • •Insulation: One or . more. layers: pertite, :glass fiber, 3/4 in, min; isocyanurate, urethane, pertite /isocyanurate composite,.per(ite /urethane composite, phenolic, 1 -1/2. in. min:.. or. G3. • Base Sheet (Optional): One or more layers•of Typei. c, (smooth or granule); Membrane One or more layers of "Ruberoid Torch' ' Ruberoid Torch Plus' (granule),.'Ruberoid Mop' (smooth or granule) or ' Ruberoid Mop Plus" (granule). ' ' • ' Surfadn Gravel. .i , �•r. •, 7. ' •Deck C- 15/32 • ' <: ' • _ •. '• ,,.. Indine: i/2::. �- .' • ROOF COVERING MATERIALS.(TEVT) ROOFING' SYSTEMS (TGFU) Continued Insulation (Optional): One or more layers petite, wood fiber, glass • fiber; isocyanurate, urethane, perlite/isocyanurate ;composite, .. pertite/ urethane composite, wood fiber/isocyanurate composite, phenobc. Base Sheet: Two or more layers of Type G2 or G3• E .. Ply Sheet (Optional): One or more layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • • Surfacing: Karnak No. 97, 1 -1/2 3 gal/sq or gravel 8. Deda NC ' • • . . Incline: 1/2 Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite/isocyanurate composite, petite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfadng: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. • • 9. Deda C-15/32 Incline: 1/2 Insulation (Optional): One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, pertite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS 675 Base Sheet", hot mopped or mechanically fastened in place: . Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place: • ' - • Membrane: *Ruberoid Mop .FR" (granule). • : • • Surfadng (Optional): GAF Fibered Aluminum Coating at.14/2 gal/sq or ' : GAFWeather.Coat Emulsion at 3 gat/sq. - . 10. Deda C -15/32 • Incline: l/2 Insulation (Optional): One or more layers • pertite, .glass fiber, 3/4 in. min, isocyanurate, urethane, pertite/isocyanurate .composite, pertite/ urethane composite, phenolic, 1-1/2 in. min :„ ,,.., Base Sheet One or more layers of Type' G2 '"GAFGLAS 675 Base Sheet", hot mopped or mechanjtally fastened in place. Ply Sheet One or more layers of Type Gl " GAFGLAS Ply 4 ", or "GAFGLAS :;, Ply.6" hot mopped in place ..... ` . ..... . • • • Membrane: 'Ruberoid Torch FR" granule). • • Surfacing L0ptionat):• GAF.fibered Aluminum Coating at 1 -1/2. gal/sq or GAF Weather Coat Emulsion at 3 gal/sq: 11. Deck C-15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, pertite or.glass fiber, any. thickness, hot. mopped or : mechanically .fastened .in place 'Joints offset 6 in. . . . Base Sheet One or more layers of Type G2 ' GAFGLAS 175 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet (Optional: One or more layers of Type Gi " GAFGLAS Ply'4" or ' "Ply 6" hot mopped in place. . Membrane: 'Ruberoid T o r d i FR" (granule).. •• . •. • ..... ' • -,. Surfadng (Optional): GAF Fibe red Aluminum Coating at 1 -1/2 ga(/sq or .GAF Weather.Coat Emulsion at 3 ga.Vsq• :, , -.• . 12. ' Della C -15/32 Incline: 1/2 . • ;, . Insulation (Optional): Isocyanurate, rlite or glass fiber, any thickness, . hot mopped or mechanically fastened i lace.: Joints offset 6.in. Base Sheet: One or more layers of Type $2 ' GAFGLAS 675 Base Sheet", :...hot ; mopped or medianicaUy,fastened in piece, . • • Pty Sheet One . or more layers of Type Gi GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. .• • .,:z • • •.,- Membrane: "Ruberoid Torch FR" (granule): . _: :,Surfadng.(Optional): GAF Fibered•Aluminum at 14/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 13: •Deda.NC • • r. :.Iodine: 1/2 •• . Insulation ((Optional): Isocyanurate, wood fiber: boar petite glass .fiber, any thidmess, hot mopped or •mechanically fastened in place. Joints offset 6 in.. . Base Sheet One or more layers of Type G2 " GAFGLAS 175 Base Sheet", hot mopped in place. Pl •Sheet . (Optional): One or more layers of Type Gi " GAFGLAS Ply 4" or ,• "Ply 6 hot mopped in place. • .. Membrane: "Ruberoid. Torch • FR" (granule). • ... . Surfadng (Optional): 'GAF Fibered Aluminum Coating' at 14/2 gat/sq or GAF Weather Coat Emulsion at 3 gal/sq. 14. Deda.NC • . r : •• Incline: 1/2,0, ., Insulation (Optio Isocyanurate, ,wood .fiber. :board, petite, glass • fiber, -any :ti hot mopped or mechanicattycfastened in: place. Joints offset 6•:in.: • • .-, v7 r • 1 .:, Base Sheet One•�or more layers o 'GAFGLAS i675(,Base:Sheet", hot mopped ,k lace. p! .. i•l,•. '.<' ••;ti lt,. - . . Ply Sheet Optional) :One or more layers of 'GAF GLAS NA' or.,'Ply 6' i•• c••hot� mop. igiplace..• <'. • ;. ••i. : :.-:.!': •t :.iatiacT'' :•,; nvf • Membrane: 'Ruberoid Torch FR" (granule)): '1 , - )n- ,Y r»», ■ .. • r; .: Surfadng (Optional): GAF Weather Coat Emulsion applied at 3 gaVsq or • LOOK'FOR41ARK OWPRODUCT ROOF COVERING MATERIALS:(TEVr) 137 ROOFING SYSTEMS. Continued GAF Fibered Aluminum Coating at 1 -1/2 gal/sq. 15. Deda C-15/32! : • Incline: •1/2 • - Insulation (Optional): Petite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. • Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. •.: •• - Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deda C -15/32 Incline: 1/2 Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, pertite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop' (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Petite, fiber glass, wood . fiber, isocyanurate, urethane, pertite/isocyanurate composite or. phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. . Ply Sheet (Optional): One. or more layers Type Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop�FR" or.'Ruberoid Mop 170 FR" (granule). . 18. Della NC • Iodise: l/2 Insulation (Optional): • Perlite, • fiber glass; wood fiber, isocyanurate, urethane, pertite/ispcyanurate composite or phenolic. ., Bas • Sheet (Optional): One or .more,Iayet. of Type G -2 or .G -3 base . sheet, hot mopped.or mechanicaUyfastened.'.. ; lily Sheet '(Optional): One Or 'more layers of Type G =1, hot mopped in pce.. , . M One lajrer of . Torch "'•(smootti),,'Raberoid Mop" (smooth). , • . • Membrane:,One layer:of.'Ruberoid Torch FR" (granule). • . 19: Dada NC .. • Or . ,, • Indine:.1/2. Insulation , (Optional): One . .morel.layrs of pertite,` glass fiber, • ' isocyanurate, urethane, ,per ite/isocyanurate,composite.Ar phenolic, any thickness. Base Sheet or moreepties G1 or .G hot mopped or adhered with Karnak Chemical Co. "No..8? or Gibson -Homan "No. 6160" cold applied adhesive at 14/2 gal/s'q. • •.. Membrane: One layer of "Ruberoid Mop FR" or 'Ruberoid' Mop 170 FR" (oranule), hot moppedor adhered with Karnak Chemical Co. "No. 81' or GGibson- HHoman "No., 6160" ;cold applied adhesive at 1 -1/2, gal/sq. 20. Della C-15/32. - r . :. . ..: Indine;.1 /4 . .Insulatiomiolyitocyanurate, any thiduiess. .. Base Sheet 'GAFGLAS 675" (Type G2), mechaiiica 'attached. Membrane: One or more plies of'Rubberoid Tordi (smooth). Membrane: 'Ruberoid Torch FR" (granule). 21. Oedc . Indium .1/2 ; • :ry sulatfon (Optfonat» Polyisocyanurate,.wood fiber „pertite, glass fiber any thidaiess, hot mopped or mechanical fastened. : - • Base Sheet One of more plies of Type G2 ” FGV.S 675' or'Ruberoid 20 ,FR" base sheets, hot mopped mechanically fastened...,•_ • . • • Membrane: .One or more plies. of "Ruberoid 30 FR", hot mopped in place 22. Dedc C- 15/32' ." : Indine:.i ' Insulation (Optional): Polyisocyanurate, wood, fiber, petite, or glass fiber any thickness, hot mopped or mechanicallyy fastened. . Base Sheet One or more pbes of Type G2 "GAFGLAS 675" hot mopped or • mechanicaUy fastened. Ply.Sheet One or more plies of "Ruberoid 20" or 'Ruberoid 20 FR", hot mopPed in Plate . Membrane: One or more plies of "Ruberoid 30 FR", hot mopped in place. Class B•fuUy Adhered 1. Deda C -15/32 Incline: 1/2 • . Insulation' (Optional): One or more layers petite, wood fiber, glass .::;fiber; isocyanurate; , urethane, pertite/isocyanurate composite, pertite/ r - .urethane composite; wood fiber /isocyanurate composite, phenolic, any thickness. . Base Sheet Two or .more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or.mechanically fastened in place. Membrane: One or more layers of "Ruberoid Torch' (smooth:or•granule), "Ruberoid Torch Plus (granule),•'Ruberoid Mop" (smootitor.graniile) or "Ruheroid Mop Ptus".(granule). (. Su do . Kehiek :No..97 :applied atlnorti l -1/2 gal/sg...:+rt .9 2. :Della :C -.15/332 • ` r .- t•Insulattonl(optional): • One or.fliore layers eperlite;twood Aber/ glass fiber, isocyanurate, urethane, perlite/isocyanurate composfte,' perute/ urethane composite••wood fiber / isocyanurate co mpositCphenoti4 any T PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NI 07470 Your application for Product Approval of: GAF Ruberold® Modffed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code. governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Dynatech Engineering, Inc., Factory /Mutual Research Corporation, and Underwriters Laboratories, Inc has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobslte or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manna, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97 -0804_14 Revises No. 95- 1003.03 Raul Rodriguez 11/�06/�00 • Product Control Supervisor ' THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS • BUILDING CODE COMMITTEE This' 'application for Product Approval has been reviewed by the Metropolitan Dade County B ding Code Compliance Office and approved by the 'Building Code Committee to be - - . r ' County under the Conditions set forth above. Approved: 11/06/97 1 &, ft., Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE • ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category : Built -up Roofing T ype: Modified .Bitumen Sub -Type: APP and SBS Contact William J. Woodring Director of Technical Services (973) 628- 4134 Page 2of61 rrouu t.4uuus r - wvv -v. a.* Product Control No.: 97 -0804.14 Approval Date: November 6, 1997 Expiration Date: November 6,2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 yam' GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth,. granule and fire rated versions. In addition:. GAF offers two ply. modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributorsttiroughout South Florida area. GAF provides warranted systems over' various insulated and non - insulated substrates, oopies.of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. • tested at Factory Mutual Research Corporation and:. GAF roof system assemblies have been extensively ' Underwriters Laboratories. GAF modified bitumen membranes have been tested in oonipl'ranc a with -:; ASTM D 5147 test requirements. 1 ‘,.................... Frank Zuloaga, Roofutg Product Control Examiner Insulation Types: Basalt Wool Perlite Polyisoeyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood •75psf Maximum Fire Classification Material Wood Classification Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. . Page.3 of 61 Product Control No: 97 -0804.14 • Frank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Product Control No: 97 - 0804.14 GAFGLAS® #75, GAFGLAS #80 UltimaTM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly"' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 si" tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® . Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTm SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal/sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb /sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 lb /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb /sq. ± 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. ;Page 22 of61 Frank Zuloaga, Roofing Product Control Examiner Approved Type(s): Faroe Minimum: %" x 4' x 4' N/A SYSTEMS N/A .?age l8 of 61 Product Control No: 97 -0804.14 Membrane Type: SBS Deck Type II: Wood, Insulated, New Construction or Reroof Deck Description: "/ or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply.' Insulation Fastener Fastening Fasteners Fastener Layer RE Detail No. Per Board Density (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I. E'rNmRRGNYG � p � ® � O it te, GA�FZ Composite A� Isotherm RA, GAFTEMP Isothe RN, GAFTEMP Composite N WA N/A N/A Minimum: 1" x 3' x 4' N/A Approved Type(s): ISORoc, GAFTEMP® Tapered /A WA N/A Minimum: 1" x 4' x 4' N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® high Density Wood Fiber, GAFTEMP RecoverBoard N/A N/A Minimum: W x 4' x 4' N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard N/A Minimum: W x 2' x 4' N/A WA N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite N/A TVA Minimum: W x 2' x 4' WA N/A Approved Type(s): Fiberglas N/A N/A Minimum: 15 /16" x 4' x 4' WA N/A Approved Type(s): Permalite Tapered Roof Insulation, GAFTEMP® Isotherm Tapered TVA Minimum: % " x 2' x 4' WA N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFI'EMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: '4" x 4' x 4' TVA WA Frank Zuloaga, Roofing Product Control Examiner Note:. All insulation shall be adhered to the anchor sheet in fun moppings of approved hot asphalt within the EVT range and at a rate of 20-40 IbsJs Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a. ply of GAFGLAS STRATAVENT® perforaded laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isoeyanurate applications. Anchor sheet: GAFGLAS® Ply 4 ®, Ply 6 ®, GAFGLAS Flex PI?'" 6, #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. `at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex PlyTh 6, GAFGLAS® STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 Ibslsq; (see General Limitation #4). Ply Sheet: (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Sheet: Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq.. . Membrane: One or more plies of RUBEROID® 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR;Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®, fully adhered in an approved asphalt at an application rate of 25 lbJsq. f 15 %. Surfacing. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbJsq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved. asphalt at an application rate of 25 lb./sq. ± 15%. Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf (See General Limitation 117) 'A'. See General Limitation #2. 2 " :12 "; See General Limitation #3. Page 19 of 61 Product Control No: 97 -0804.14 Frank Zuloaga, . Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 Ibf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275•lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet: 4. % Type X gypsum board is acceptable to be installed directly over the wood deck.. :• 'Page S7of61 Product Control No: 97 -0804.14 Frank Zuloage, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and /or recovery board . insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control ApprovaL the submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. " 58 of 61 Product Control No: 97 -0804.14 Roofing Product Control Examiaa 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, Code. Fastener as calculated incompliance for both insulation with Chapter 2 and the � as Florida nee calculated in compliance shall be increase compliance (When this limitation is with Metro - Dade County Roofing Application Standard PA 117. specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Metro - Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section wilding Code. Application. All details shall comply with the provision of the South Florida 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F) value as tested in compliance with Metro-Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shale with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point Asphalt, of the South types and temperature ranges shall be in compliance with Subsection 3403.4(aX3) Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 11 Page 59 of 61 Product Control No: 97 -0804.14 rink Zuloaga, Roofing Product Control Examiner .Page 60 of61 Product Control No: 97 -0804.14 14 All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In tie- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance. with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida. Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Zuloaga, _ Roofing Product Control Examiner 1 Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Product Control NO: Y /- UOU4.14 GAF Materials Corporation ACCEPTANCE NO.: 9'/ -0 814_14 1361 Alps Road APPROVED: November 6,1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including tut supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permancntlx labeled with the manufacturer's name, city, state, and the following statement "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product Hugh the be cause for termination of this Acceptance, unless prior written approval requested filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to die user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptatce shall be cause for termination and removal of Frank Zuloaga, Roofing Product Control Examiner 02 -19 -199? 07:488M FROM UETRO-DAOE PRODUCT CONTROL NOTICE Altus: Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of Altura Tile Nail-On, Mortar Set or Adhesive S OF ACCEPTANCE under Chapter 8 of the Metropolitan Dade County Code o2/ g •.� tY 8 the use of Aitemate htaterials and Types of Construction, and completely described In the plans. specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used ht Dade County, Florida under the specific conditions set forth on pages 2.16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform In the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of sucli product or material Immediately. The Building Code Compliance Office reserves the right to revoke this approval, if h Ls determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the th Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 1030.03 Renews 94- 0914.0 . EXPIRES: 02/13/00 , THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B Compliance Office and approved by the Building Code Committee to be use In , de County. F conditions set forth above. APPROVED :02/13/97 1 TO 2627672 P.01 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ' SUITE METRO DADE FGLER OU LD ING L& 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1503 (305) 375.2901 FAX INTERNET: mdcc0 O ne PRODUCT CONTROL. SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Division Supervisor Charles Danger. P.E. Director Building Codc Compliance Dept. Metropolitan Dade County ding Code under the 02 -19 -1997 07 :49FJM FROM licant: Altusa TIle Alfareria del Turbio, S.A. Barquisimeto, Venezuela CateROry: Sub - Category: Tye: Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Adhesive Sct Contact: Carlos J. Fernandez General Manager Altusa Tile. Almar (USA). Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (30S) 471 -5830 TO Frank Zuloaga Plans Examiner, Product'Coatrol Division 2627672 P.02 Product Control No.: 96- 1030.03 Product Control No.: 96- 1030.03 Approval Date: February 13, 1997 Expiration Date: Febraa 13. 002 0 System Description Alfareria del Turbid, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer tan np rooriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. • 02 -19 -1597 07:50AM FROM TO 2E27672 P.03 Product Control No.: 96- 1030.03 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions K f lea ons --�- --� -- Description 1 18' PA 112 High profile clay roof tile for direct w r deck or battened nail -on, mortar or Si" thick adhesive set applications. Head -lap min. 2 Exposure max. 1.5 1.- varies W - varies PA 112 Accessory trim, clay roof pieces for use at hips, rakes, rldges and valley terminations. Frank Zuloaga Plans Examiner. Product Control Division 02 -1S -159? 0 7:50AM FROM #43 Coated Base Sheet ral Surface Cap Sheet Rainproof II htoppin6 Asphalt Flashing Ceme 262 ?6 72 P.04 Product Control No.: lam 03 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS NIA N/A Dim NIA WA WA Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 lbs/roll 30" x 75' roll 36"x 75' roll or 60" x 75' roll Ice and Water Shield 36" x 75' roll Tut Sec, - o_ns ASTM D 226 type 1I ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D312 type III or IV ASTM D 4586 TO Product Daseri lion Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in e double ply underlayment system. Single ply. nail -on underlayment. Single ply. nail -on underlayment with 2" selAadhering top edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back. asphalt based. asbestos free, fiber reinforced. trowel grade cement for repair and flashing applications. Frank Zuloaga Plans Examiner. Product Control Division Manufacturer generic generic generic Lenzing Performance. Inc. with current PCA Protect -O -Wrap. Inc. with current PCA W.R. Grace Co. with current PCA generic generic 02 -15 -155? 07:50AM FROM Wood Battens Hurricane Clip & Fasteners Roof Tile Mortar ("I ileTite m") Test Product Dimensions Spetlllatlons Dese ti Hon Manufacturer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. min. 12 gz. with ' /s head min. 32 ga. min. W o.d. max. 2' o.d. PA 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" institute LP - 2 or decay resistant lumber battens horizontal min. I" x 4" for use with vertical battens or min. I " x 2" for use alone Clips PA 114 Corrosion resistant min. W width Appendix E bronze, aluminum. min. 0.062' thick stainless steel, • galvanised steel or Clip Fasteners plastic attachment min. 8d x 1' /." clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip Is required on all nail -on cave tiles. TO 2627672 P.05 Annular ring shank, hot dipped, electro or mechanically galv. rooting nails for use in underlaymcnt attachment. Corrosion resistant circular disc for use in underlayment attachment Product Control No.: 96- 1030.03 generic generic generic generic N/A PA 123 Prepared mortar mix Bermuda Roof _ designed for mortar Company. Inc. set roof tile with current PCA applications. Frank Zuioaga Plans Examiner, Product Control Division • 02- 1S -1S9? 0 ? :51AM FROM Product Dimensions Roof Tik Mortar N/A ( "Quikrete®Roof Tile Mortar Mt 1401 (Roof Tile Adhesive WA ( "Polypro AH 160 ") , min. 26 ;a. min. 16' width min. 26 ga. min. 2" face flange min. 2" deck flange Test Stseei --_. ft� ti_oj PA 123 TO Product r lion Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof the applications. ASTM A 525 Galvanized steel valley flashing PA 111 Galvanized steel drip edge Frank Zuloaga Plans Examiner, Product Control Division 262 76 72 P.06 Product Control No.: 96.1030.03 Manufacturer Quikrcte Construction Products with current PCA Polyfoam Products, Inc. with current PCA generic generic • • 02 -15 -1597 07 : 52AM FROM Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Rooting Tile: Comments: SYSTEMS (CONTINUED) New construction " /, or greater plywood or wood plank. Mortar r Adhesive Set Application TO 2527672 P.11 Product Control No.: 96- 1030.03 2 ":12" to 7":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation ii5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re-roof applications, 11 / 3! " plywood Is an acceptable substrate. 11 Frank Zuloaga Plans Examiner, Produci Control Division 02 -1s -159? 07:53AM FROM DATA FOR ATTACHMENT CALCULATIONS TO 26276 ?2 P.12 Product Control NO.: 96- 1030.03 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile Musa 'S' Tile TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVED' SCREWS 1saew NIA 28.70 2 screws 26.80 58.20 APPROVED FIELD CLIP WITH: 1 nail N/A 21.20 2 nails NIA 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails N/A 34.90 ' 1. Ouik•Drive screws installed in two manufactured hcles located 1' /: and 1' /: from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile 3 ":12 or "• less 4 ":12" 6 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • • Direct Deck Musa 'S'Tae 4.47 5.35 4.40 5.27 , 4.31 6.16 4.20 5.03 4.08 N/A 02 -1s -159? 07:53AM FROM DATA FOR ATTACHMENT CALCULATIONS TO 26276 ?2 P.12 Product Control NO.: 96- 1030.03 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile Musa 'S' Tile TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVED' SCREWS 1saew NIA 28.70 2 screws 26.80 58.20 APPROVED FIELD CLIP WITH: 1 nail N/A 21.20 2 nails NIA 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails N/A 34.90 ' 1. Ouik•Drive screws installed in two manufactured hcles located 1' /: and 1' /: from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division Table 4: Attachment Resistance Expressed as a Moment - M, (ft - lbf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altura' S' Tile cation M i L S 0.29 Adhesive Set 6650 02 -1s -159? 07:53AM FROM DATA FOR ATTACHMENT CALCULATIONS TO 26276 ?2 P.12 Product Control NO.: 96- 1030.03 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile Musa 'S' Tile TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVED' SCREWS 1saew NIA 28.70 2 screws 26.80 58.20 APPROVED FIELD CLIP WITH: 1 nail N/A 21.20 2 nails NIA 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails N/A 34.90 ' 1. Ouik•Drive screws installed in two manufactured hcles located 1' /: and 1' /: from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division Table 1: Aerodynamic Multipliers - k (ft') Tile Profile A (fV) Batten Application X (ft3) Direct De cation Altusa 'S' Tile 0.29 0.31 02 -1s -159? 07:53AM FROM DATA FOR ATTACHMENT CALCULATIONS TO 26276 ?2 P.12 Product Control NO.: 96- 1030.03 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile Musa 'S' Tile TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVED' SCREWS 1saew NIA 28.70 2 screws 26.80 58.20 APPROVED FIELD CLIP WITH: 1 nail N/A 21.20 2 nails NIA 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails N/A 34.90 ' 1. Ouik•Drive screws installed in two manufactured hcles located 1' /: and 1' /: from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division 02 -19 -1997 07:54AM FROM TO 1. The standard minimum roof pitch for Altusa "S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" Tile tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Sectionll of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A% 16 Product Control No.: 96 1030.03 Fran uloaga Plans 2627672 P.16 02 -15 -1597 0 ? :54AM FROM PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES 14 TO 2627672 P.14 Fran uloaga Plans Examiner. Product Control Division Product Control No.: 96- 1030.03 02 -15 -199? 0 ?:54AM FROM .or PROFILE DRAWING APPROVED SCREW A 3 eCC. *41 TO 2E2 ?672 P.15 Product Control No.: 96- 1030.03 Frank Zuloaga Plans Examiner, Product Control Division \**********0-- 01- 02-1S-1997 07: 53R1 FROM PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE 13 TO 2E2 ?6 ?2 P.13 • Product Control No.: 96 1030.03 Fran alga Plans Examiner, Product Control Division • 02 -1S -1997 07 :55AM FROM Altura Tile, Altnar (USA), Inc. 6645 Northwest 77th Avenue. Miami F1,33166 ACCEPTANCE NO.: 96- 1030.03 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 TICE OF ACCEPTANCE ANDARD CONDITIO 1. Renewal of this Acceptance (a 1 shalthe_conside wa applicatio has been filed and the'original submitted documentation, Including test supporting data, engineering documents, arc no older than eight (8) years. 9. This Acceptance contains pages I through 17. END OF THIS ACCEPTANCE 17 TO 2627672 P.17 Product Control No.: 96- 1030.03 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: - Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered If: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; - b) The product Is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then k shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Fran • u oegn Plans Examiner, Product Control Division TOTft P.17 ‘ D-771 qt-i a Date Type Insp'n Permit No. Correction Re- Insp'n Fee • MIAMI SHORES VILLAGE BUILDING DEPARTMENT n 305- 795 -2204 Buil• g Inspection Request 41 ;At z glaffilm. Name IC) le C7 c 1 Company Phone # Inspection Date gJ 7I N'• • ••• e---Nr e P 42'3. s 2 MI SHORES VILLAGE rr ILDING DEPARTMENT 1�t0 305- 795 -2204 �� Building Inspection Request Date O - Type Insp'n l I L C e . act7 Permit No. / L i aia • tit Name e 6 4a L G Address 42 f q Company Q /"G t e l l V d Phone # Inspection Date ppr d Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/15/2004 Applicant: MADELEINE Owner: ROMANELLO JOB ADDRESS: 29 Contractor Local Phone: 786 -488 -2148 Parcel # 1132060130830 Signed: NE 96 (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -801 ROMANELLO MADELEINE ST ARCHITECTURAL ROOFING TECHNOLOGIBSontractor's Address: 16470 S. W. 99 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 6 LOT SIZE 100.000 Fees: FEE2004 -6136 FEE2004 -6137 FEE2004 -6138 FEE2004 -6139 FEE2004 -6140 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.20 $0.40 $6.25 $12.00 $269.85 Total Fees: $269.85 Total Receipts: -U.00 ( Permit Status: APPROVED Permit Expiration: 12/6/2004 Construction Value: $1,100.00 Work: NEW FLAT ROOF ,WE 15 ND In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: *fr. Miami Shores Village 'Building Department r, 20114 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address '2 NC= City 4+) i / i State � 6 5 T Job Address (where the work is being done) 2 N 6 5 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ✓ Contractor's Company Name A r c k, iT ? c r e of 1 I eG - Contractor's Address / 6 `/ 7 © S w Gl `i S -r City /Y10 . / / State F 7 . 4 Qualifier r 4v J ( / (Continued on opposite side) Permit No. `1' Master Permit No. 7.--o O ( 6 31 Electrical Plumbing Mechanical c) P r.. P Gr' Phone # �� 33 �' 3r 3 i / Zip Tenant/Lessee Name Phone # Phone # Zip Zip Phone # State Certificate or Registration No. 1 S 2 S 6 O Certificate of Competency No. (2 S-G) 4 1 - 2 1 y 6- Architect/Engineer's Name (if applicable) $ Value of Work For this Permit /, l O d Square Footage Of Work: G S 0 Type of Work: EAddition ❑Altee/�rrat__ion RiNew 1:1 Repair/Replace ❑ Demolition Describe Work: M( 4 . I r c 4 T P C ' cl /'v S T 4 ) 1 75- CS /1 -2 GAF64.gS1v ti've/t / - e , Sir c r Cc- / 0 ' 6 AF * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ `C.. 14 tt t` °, 1 Permit Fee $ CCF $ f ! A 0 CO /CC Notary $ Training/Education Fee $ \ Technology Fee $ 6p3,' Scanning $ t a `'r Radon $ "'' Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ l N Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. abs e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 05/13/03 Signature Owner or Agent I C» ntractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by day of -" -,200 y , by s p rsonally kno a 1 -800- 350 -5161 wh ,. to � = or , o has produced - 'i c. an• who did take an oath. — y p S c. era • ' om scion # 2177 Sign= ..,• •• E - 7..i i Print: '•�F,� My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * *, ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: � � - r - 1i �- �- Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. P No. Contractor's Name tl r 6 e c 7 e o c) F frv5 re c4 . Job Address 2c-t Alt g6 57 ROOF CATEGORY anically Fastened Tile ❑ Mortar /Adhesive Set Tile I PaneUShingles ❑ Wood Shingles/Shakes Are there Prescriptive BUR..RAS 150 Gas Vent Stacks? Yes ❑ No , ROOF TYPE Type: Natural ❑ LPGX ❑ -New R _ ' N flng ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) AJ 6s 0 -6S0 Section B (Roof Piano Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ' C CC ' . " aaa a CCC . C CCEC uCCCCC . .a " ' '': 'CC EE ■ ■■ ■ EE E E ■ ■ E C .m . ■ ■ ■ ■ . ■ ■ ■■...■■ C non C. 0 on E C ■■ ECE E noon ■ ■. E uE■un...U Eu C C ■.■■C..C■ ECCCC G C E E C E ' ■ .E ■■ ■C■ EE .. NWT u.C■■ MI C ' C " C■ a . . u.;...u..:....u.. •C� . ■.0 C C CC ■ ■ ■ CCCCu�a,,, ■pp CC CC CE : ': I E CE: C E EC CCCCC . .uI..CC■C. ■u ■r4J■■. ...Ai C■ p . CCE C CCC ■ ■ ■■■ CC ■ ■■ C �� ■ . C■.. . CE .G...... ... .. CC.E. .i . C C. C C..C■ ■. . CC EE ^ ■E ■EEEECE� : Es E` -- .... ■ ��. ■ 1411111111 CEEE. C 'C _ l li l iiC ■ i l i a ■C OA E E ■C ■..rn .CC..■CCCC■ .EEE . a ' C'CCC lir E 111 , ■a "1 . ■■ r� a1 NOM E E p ■ 11111111 ■ iCE,i'CUCC■►� ■E ■ U R■I ■■■■ C ■ ■ C ■■ ■C C ' C C. C ■C Car.■ ■C■■ ■C"■CC ■E'C C CC.,�' C ■■C C ' CE... E■ C .0 ■ C C ■0... ■.... ur...0 ■G..rrrrE.EC.C.■C$ulC CCCC C.C..E ■C.. II! 11.1111.11.1 C .C' C'::CC'CC'CC :4 CE ' ■C■ ■CCC ■ CCC C'CC C C ■'CC ■C C ■■..C..C.■.■u'ua rrC . ■EEC ■ ■ ■ C■■■..■CC 1 C . E E CC• ..C. C■ C...C.CpCC.CC. � E'CCE ■CCC. ' .■ .■.0 il E E C E E C .. ■. . 'C ..: ' i iii C. C . C'' EE ECC ■ C.' .0 CE..C■ ; E.0 i ., .0 �.CCCUa.r U CC .!G'. CCC ■CCC EC■..E' : C � 1E � IE .I 3 1 1 1E:I'CE E E: ':E CE EC C E E E 1. 1 E.■i■. ■■ r.l: i C. C■. . C■ : EC ■ ■. C I E ...p.E.U... � . EE ■a ..E.. . E■ . p■,....�CC■ G... ■■. E11111111111111 a ■ . ■ E CE CC ■■ ....611.11_.1 CCC■■■C AIRCC.p. CE .C_- 'C C •C...C. EC ..CE ■■:Ul�Ii;.CC........ .-.._ • ...MW4M 1 m la MP i Pi • 1. SEE ' Ca : • 1111 E EE EEEEEEEEE ' aEE EEEE� E EEEE1 E 6 E EE 123_01-48 5/03 PAGE 2 Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application 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,D 1,2,4,5,6,7 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 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. An Re . wired Roof Testin /Calculation Documentation 123_01-48 5/03 PAGE 1 Florida Building Code Edition 2002 High V: • • Hurricane Zone Uniform Permit ,. katlon Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section C (Low Sloped Roof System) FIII In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as NA System Manufacturer. G A F NOA No.: d 3 i2C0 f • 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: H' Pmax2: Pmax3: / 2 e Max Design Pressure, FrogirSc NOA System: Deck Type: Ai/ O u D Gauge/Thiclmess: Sir 1/ k� y Slope: 1, Anchor/Base Sheet & No. of PIy(s): /t/ 4 Anchor/Base Sheet Fastener/Bonding Material:" Insulation Base Layer. /V4 Base Insulation Size and Thickness: NA Base Insulation Fastener/Bonding Material: Top Insulation Layer. /v/1 Top Insulation Size and Thickness: W fJ Top Insulation Fastener/Bonding Material: Ng4 Base Sheet(s) & No. of PIy(s): 1 5 - g ftS Base Sheet Fastener/Bonding Material: /, 2S Q•S, f' ' fc $ Ply Sheet(s).& No. of Ply(s): 2,1 y 6 4( 6 ageii g Ply Sheet Fastener/Bonding Material: Top Ply. /v S✓ i f c c e £p Top Ply Fastener/ D li ing M�teria Surfacing: 6 e a ,.!.i ( 5 Fastener Spacing for Anchor/Base Sheet Attachment Field: C I • oc a Lap, # Rows 2 @ 1 ' oc Perimeter. 6 ' oc (d@ Lap, # Rows © • oc Comer. 6 • oc © Lap, # Rows 1 @ 6 • oc Number of Fasteners Per Insulation Board Field w A- Perimeter N4- Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Wo o FT. FT. Parapet Height 11 0 Mean Roof Height 2 ely 5 1 3 As r= G AP6 - S Piy 123_01-48 5/03 PAGE 3 r Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Roof Slope: :12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underiayment: nsuiation. Ridge Ventilation? Mean Roof Height: Fire Barrier: astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: Type & Size Drip Edge: 123_01-48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier 2, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance MI Calculated Kmimrmo Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length vr= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' — Roof Slope 2:2 34.4 36.5 344 38.2 38.0 39.7 37.4 42.2 39.8 32.2 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26A 28.0 294 30.5 32.4 7:12 24A 25.9 27.1 28.2 30.0 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tale systems, choose either Method 1 or 2. Compared the values for M with the values from M t~ If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P z A. a a - Mg: = Ma NOA M (P x 7l :a __) - Mg: =111iz NOA M, (P3: z X = ) - Mg: = M,.3 NOA Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 111 *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z1: = z w:= ) -W: a cos 8: = F (P2 : a 1: = x w: = ) — W: a cos 6: = F (P3: sl: = z w:= ) —W: z COS 9: = F NOA F' NOA F' NOA F' • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. " GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Cl and is tions Class Hot roofing asphalt, for use with organic and glass felts or modified bitumen m embranes. "Ruberoid Heat Weld" SBS roofi er may be used in lieu of "Ruberoid Mop" SBS products Classification. Class A Deck: C -15/32 ine: 3 Insulation (Optional): ore layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers- Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1 / 2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber t s stem. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or � .,AFI�LAS Yly b. Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/ isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 2002 ROOFING MATERIALS AND SYSTEMS unitt. i Ursi 1. Roofing Systems (TGFU) Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or "GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C-15/32 Incline: 1 / 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanu4ate,.urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type . G1 "GAFGLAS Ply. 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck C-15/32 Incline: 1/ 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate . composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6'!, hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1 /2 gal/ sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal/ sq. 3. Deck: NC Incline: 1/.2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing. "GAF Premium Fibered Aluminum Roof Coating", 1 -1/2 gal/ sq or "GAF Weather Coat Emulsion ", 3 gal/ sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 more layers of Type Gl "GAFGLAS Ply 4" or Mineral Surfaced Cap Sheet ", hot MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.0 'ration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GA}' 1 J I E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. Maximum • Y ' .. • , • ral Limitatio GAFGLAS Flex P1yTM 6,IGAFGLAS #75 Base Sheet 'r any of above Base sheets attached to deck with approved annular ring sh nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7�� ase ' eet or any o a • • ve : ase s s eets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pr sure —75 See General Limitation #7) One or ore plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, UBERO1 P Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) Ono ply of GAFGLAS® Mineral Surfaced Cap Sheet hered in a full mopping of approved asphalt applied within a range an at a rate of 20-40 lbs. /sq. Ply Sheet: NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 Ibs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /s" Dens Deck or Yz Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattem of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for --nhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). When this limitation is specifically referred within this NOA, General Limitation #7 will not applicable.) )roducts listed herein shall have a quality assurance audit in accordance with the Florida ing Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 001 VJ/ GVVY 1V YO. VJ f11'1 MIAMIO3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 111.14 *LS., a Z.,va NOTICE OF ACCEPTANCE (NOA) 14• a..uvvvALavv • M (AM ( -DACE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 A111 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes. 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: Series SWD -101 Outswing Aluminum French Door - Impact t/ APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert LClark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 "; Lnless 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 (alibis 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 thc job site at the request of the Building Official. This NOA revises NOA 0 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 02- 0701.12.mex Continuation of partially transmitted fax. NOA No 02- 0701.1 2 / Expiration Date: November 22, 2006 •/ Approval Date: July 12, 2002 Page I n 0 r+ w c+ 0 0 fi r+ 9 N • CD Q. Ht wo x � • 3 7 1/2 93.750 uv. I 37500 WI. 2 POINT Lax OPTION \ ■ 7 t /2' 1 3' MAUL ON CENTER TYP. HEAD & SILL \ 7 1/2• 7 I/2 — 5 1/2' 1175' I TYP. MAX. 5 I /2' \ Structural n vn t.J' —1 SEALANT ON MAX. SEALANT ON FRMrE CORNERS & PANEL CORNERS H� L FRAME PANEL CORNERS Robert L Clark, P.E. RE. 439712 7 t/2' ---1 \� OL added 201. lm:k tofu j ai 1 4 : 17/» 0-4m PO LARGE MISSLE IMPACT DOORS c 0 r .) Ct17NND..401 /4 L 4zM rE0 WfN1FRUIiR Qr0NS4Nro OR DUPONT) n 2 councu AnoN3a X lot 7 I /2' J. OEStON PRESSURE RAMC: C Jo) .414 CAM.: +75 PSI. -75 P.S.F. C 3b) .401 LAM: +40 P.S.F. —60 P$F. 4.) ANCHORS: 5 - I / 2• ►C4X. 7 1 /2 • 'nom CORNCIrs (HEAD & S I - WA 5 9/2' FROM CORNERS (.IAMB) c MAX SPACIf4O Ar , r au tJ.000 AmX. SAAC64C AT JAMaE 93.300 4L tar S.) NO DARTERS REWIRED Rff(REA+CE IES7 REPORT. #71-7249 7.) FOR LOCKWO ASSEMBLY OPfON - SEE SHEET J of 4 poibuct urvixca —71 as innaling DD IM .leri4 IJS' A C..n� -0?of.42 TYP, MAX. •r� o 5 1/2' COW lan 6ai° $/16/98 Lim 1 9Y1..fiai Noire 1 4 sane AI mime 4W 1 *par I sm../4we: S1YD— 70 French Door — X, XX POI' MW - 01.4411 1070 Techno:ogy Dr. Nokomis. Fl. 34275 lX 1v4 • . PRODUCT RENEWED 4CCIVf M. 01- 6 .0 tavur cnlav uarv. M04444111; ram car 6wn4+1. miaow *maw aloe Wwrlidlcs W71cf. P ET INDUSTRIES 971 1 0 0 • • • 4 1.750 ROUGH OPENING SIT SH£Et 3 FOR ANCHORS sax. SHO4 SATE 95.750 EXTERIOR YJRTICAL. 5E0710 INTEgIOR zs� OAnxOR / 1.41 W 1 /4 • Qs:14P.E. P.E.a3VT12 Suucdral HORIZONTAL SECTION INTERIOR 0) • added 2 PL lock info whmk mir l 4iAI RC 4 •7a' 11• S.tiyNrrk SWO -10 ROOKY Pasqinsa Ohba' 1070 Technology 0r. Nokomisc F!. 34275 French Door — EJevotrons . t om• 4 "O.. 2 971 Par pa I KNOW Pook 1.480 ROWER larila rt. a J3 c .25ry}0�� ' ` �E OPENING PRODUCT AMP? RE NEWED QU, o N o4�� ask F2CFMA ct u,?awb oY rawl Ro x 1 minim '•.L1:�Je i tt�l�cs arnR INDUSTRIES 0 0 e+ fy e+ 14- 0 0 M 'C3 e+ f+- 1- e+ N 9 W t+ e+ CD ty • • • • 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, !El' ri VIONSW A LAr1 P l n 11IL4 = _Ite' tau' n/YfdLStM�„s�rtr�r Mn_ INWR!M� OS Mr uu W • • 7 dtrotylt norm awl 11f 4eFt' 1L,atimeata Iu, a nts ut MIL? ON 3tlLQ1 ntsimt racers, rt4+r :4e nor .23° 44 : 5° Sir 1002 AWL SHSI SPACE �raalrra.e�rc e re � 1/44 • idea Agin 1r SWD— rot flualoCkw PGI Nth SPACE SIX Alta SIOXL—t ptmrr ats a .._ P IOWUCr IMMO e wiw WOW .0OH Floctfis OWIlseColle ',¢ l y t•r 2 I g M w 1070 technology Or Nokomis. Fl. 34275 PRODUCT RENE*ED . ;crrurtczw. 0, - 6%%1.0 4 Exv+tourtan. Hsi UM22, o J it.•1, y1+ .,�� Raq 1 -cat ple� tench Door — Ex /Glozinq INDUSTRIES Karoo. em Sear P °MAW b. e., I .7• 4 97} D -Serra mar • c • c c G c c 1- c c. c c C • • • t Q • • • 1 c • TYP. S1L(, IMO *NOO► WA no..ver INC.. tout A sue is F M_ l��11 ft very -IL TYP. JA • GL{r'L't G a�E7 fI (r•1 - .���Fft;i•: 7� 71 e;il,`a [f�Er1W Elle:.t+•{'" /ca;Lil♦Y�:/c1 ititl' .. fan- LR;: Yf:i^�� !!.111'8 11.11;7Tcllafi ii il. �tMt11 11!<Bite12:1T'7D�tinaliZie 1L::' "11a tfCiI2.r' *�d:•1t2�:7 t:f&r.l. [7'7LL'i.1 'fi:7i" *� t7tt'�'i; VEX t�t.IIILIRi�L AIN ou 1 ;r- 1.1111M1i34Jt /175 J {J ,- >• iidt(J! ?131:1!* LIkr 1F1t[r8lL zIl4.�iM -l• PA '.1• L'7.1i:'.Cit I "7 1 i1.1t ::nlnTii fil;1 ?.!:<7t11if7 * •:,,.n•i..L __, 'AP 1 ilifrft ;i a tllal FI • . 11Mt,w;n ;�fa iii". I _74111 AAVilii:.l� LtP :.a:�,1Frarrer *rsTtt. �atr --ri � i 10tid:-'?.�c1 7 Fi1f>J/= :ele.41 4L�C�4L$il stir -t IYMilUl;"f1L7gruvr of 3s ^,i,l -., da.�rn.$1! Ft 1C11rEi: It ii r�PiU ' a ritEr "'C ILMI I 1.711:>•+. Ieital1 -T 2:1 Cant Z Gai171 � Mir.. i - +'itai /E : t(S1!AiigF��Ii70:Cr-"*t�1tf? tall li,YL.V2IACIVIVE41111111•11PkRiallIrMf77171 WMIF's.7l b E.f u1:�F fdQ1�'7ZMD[ti f=2'2iirri 14 •7: i�C 4,..e. F711 3 WI 11 ' �tf• M•1 :1 /11e1f1t?Tf417T'lGT..CI,'',7. 71ZlFIVilt?APPl i;+� um,.r.tur , t€fi llRih.elrt.! e ei4 l�■i_Ei{�niINC�ra� r�11■�■r 1111.11111M3101/2754 titl, �lri�::f�Flrl771,1 �i"fi =1:�: PAIII•��1 :.T _■FlrcaMI; i P 1 7tmii i i — 117i ortu [ ;1 ~L•>! rP.t•1 atal , 211 �Pirr� EN um-4-1. Fri1t[ �mAIEVIT:iP.e� ►.�7f� Iva farimior Nom MAIL '.l'i+i_fl• i i a Fti+C . il• ! •N DESGRPT10N V.T. Qr'. DESCRIPTION VENDOR 141100R V , Ii &7 MIIIIN A _r. it•C!%:Fr2YMa��'.'n�L7»LD.R. •� I_*Lr'n�GraI» llll ;z ii; T L _ T!G1ft1• Ct1 �.• - .� L•Lr1I' 0 lkuf , 121911 :l• tialliN[?f7 .•: 1•Fi•� trial T•T�� r» 4- 8 i411U �:t 141fog T a ..u`lc�[�ktE:� rtE�n�? IISiI•�l{ MED= AMU VI r t9111111 WA ii : TXT ��EdI7 C rSl :ti�l!r Y Itil lt,Z.'1. u1c !lr■11tiFI II Robert t. t]uk . YE. P.B.«d97 Sullen :tit D added 2 pt. leek info Ultimo oa.lt IhhC riebot Onlael m i ..err • r swD —tor •IIIoouCT canto aa�.rr o. natio +taro.N. l.rz 1070 Technology Or. Nokomis, Fl. 34275 M ODIJC7' RENO= Mrcrrecta*. es t -04 t1.;,4 wtero ee not tumemsoc..22i2A of 1SL •'11 t- •••,i•, wa�►..Ai n""�"„cs — Anchorage /8 .0. M. r ,4.4 c. s. 40 971 ' ft T INDUSTRIES •1, c c c il 1 - c c C c 2 0 • t • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 103 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 AH1 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: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Pmduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 # 02-1224.02 consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 030611.02 - Casement740max NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Pagel • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LUTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" M X X O X 0 CONFIGURATIONS OPTIONS X 3 0 0 x 0 x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL UTES HEAT STRENGTHENED GLASS Wl AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/1.8" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: k NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F SET 4. F. FOR }. "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR f "XOX" & "XO' OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, 'XO" 8 "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL') WS: HEAD 8 SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 112" SPACING ON VENTS MAX. 13" SPACING ON FIXED LUTES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID-SPAN NOTE 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 NOA DRAWING TABLE OF CONTENTS SHEET . NOTES 1 GLAZING DETAILS... 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION. 10 EXTRUSION PROFILES. 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED n eeeaPbMt wdd We i7N4Qe edakg Code Aseeldeacc Na At -', Pate . e.V sy.lott,i. , ate • +" h./aat • 74O /) 3 Nov IV Doc F. 3H7,c3 AnsCril F.& saw 3,75,03 U O sf.wetr" REVISE ANCHORAGE NOTE 4 ADO W M'1.G. 6 MOVE GLAZING DETAILS ry SNEFTP NO CHANCE T7St5 SHEET aw: 1070 FEDINOLOGY DRAM 11011374e5, H WM PA. SOX 13,2! NOKOM4A R 34214 Hui Viiibb Better NOTES AND TABLE OF CONTENTS rir• , ALUMINUM CASEMENT WINDOW, IMPACT .eM1e"W cA-r.o NTS ( 1 r 12 � +w..... 7045 - C Wag PE tSnMlt Mechanical • • • .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" ANNEALED GLASS h— 1/8" HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 00 .85' NOM. GLASS BITE 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT 1-'-- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/8" AIR SPACE --j 13/16" 13/16" I.G. GLAZING DETAIL 5/16' LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS } .85" NOM. GLASS BITE ►RODUCT IttV LED aompgiui "iil tire /'beads QafdingCads Acceptance We oftener F.K. FX. Drawn ar F.x. One 32&03 m Oft OY25/03 tmwe REDRAW QGAZiifG DrrAto3 POD t3nr7.G NOCHMYGE nos weer 14.: 1 taro 7FCi+N04.0Gr CanVE NdCOMe. R 94273 pa sox 1519 NOK04M8. R 3e27* Vr;ne, 8etrer GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT NTS swt 2 .1 12 7045-8 Lucas A Tumor. P.E. PE f58201 MCC1tnk t 7/' 3 • • CENTERLINE Li 1 11? ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR 1 1/2" LOCATION TYP, l 13" MAX. O.C. } 4" MAX. I 4' MAX. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 30" MAX. 53^ MAX. DAYLIGHT --- DAYLIGHT OPENING OPENING 37" MAX. VENT TYP. 13" MAX. O.C. - ----� 60" MAX. FIXED DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL ! TYP. (2) 7^ } �-- 4" MAX. 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-6 FOR PRESSURES) 4" MAX. J 141/2" MAX. O.C. TYP. ELEVATION "B" - 63' HIGH "XX" (SEE SHEET 5 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPEN ING 63" MAX. HEIGHT 1 74' MAX. WIDTH - 30" MAX. DAYLIGHT OPENING �- -I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED es emptying with Ibe i WidiagE ade na'ueptan et ho •r • tt Il. ' 2 Uoa Dine 11 M F.K lry FX. Anal Fx. amen q: F.K. 30710? Dow Der: )ROAD oar. 12/17/02 A 'Yobbos 8 Awrour C feettea REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES AOD HINGE LOCATION DETAILS Liar 1070 TECHNOLOGY ORME NOAONS. R. Js2T5 P.O. SOX ?629 NOKOMV.4. R 34274 Visibly Better Z ' X • X & "XOX" ELEVATIONS A LUMINUM CASEMENT WINDOW, IMPACT CA.T40 NT8 3 w 12 70458 Lucas A. Tumw. P.E. PE 166201 Methanol • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" 1 13 - MAX. O.C. "rrdir. FJ(. FX. AMC lif FX. DWI of F.K 317A73 3nso3 M0/03 0"Y! 12/17702 4" MAX. e..oeM: A 8 c IAdnd p! FJG 32" MAX. WIDTH -- it DENOTES HINGE 37" MAX. WIDTH 25" MAX, LOCATION AT HEAD & 30" MAX. DAYLIGHT SILL OF "X" PANELS, DAYLIGHT OPENING TYPICAL. SEE HINGE OP NING ' DETAIL SHT. 4 = SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 65" MAX. DAYLIGHT • OPENING 1 1 1 L 1 14 1/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 6 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 72" MAX. HEIGHT 4" MAX. 13" MAX. 0.C. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADO 1JNGE DETAILS HINGE LOCATION NOTES 9r. 1 4" MAX. I II { 14 1/2" 4" MAX. MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. 53" MAX DAYLIGHT — DAYLIGHT OPENING OPENING 97" MAX. WIDTH faro fECMh1OLOGY NONOSVS. a 34275 P.O. BOX 1529 NOKOP03, FL 21274 56" MAX. DAYLIGHT OPENING Visibly Barer 63" MAX HEIGHT } 11 1 �L / - -� -13' MAX. O.C. 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. •.°moot CA•740 4' MAX. 4 " MAX. J L 60" MAX WIDTH 53" MAX. DAYLIGHT OPENING �-�—+ -x- 13" MAX. 0.C. ELEVATION 'E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING MAX HE IGHT SEE MEETING HE RAIL DETAIL SHT. 3 TYP. (2) 1 37' MAX. VENT - 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-8 FOR PRESSURES) 9wr*lm: "‘ , "O', "WO" & , ox" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ew.. ietie NTS 4 a 12 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 7045.8 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PeoPVCt REVISED e - comp7i"a "iub the Fhd& Beteiag Code huvideeee 1/ mica Me • • nr N InARRC10101I4. n t G`- .711a /c Luca A. Turner. P.E PE eN1201 Moclefecei 1 CO9IPA3ATIVE ANALYSISTABLt 1. (BASED ON 114" TAPCONSOR #14 SCREWS "X" WINDOWS TEST REPORTS. FTL -3582 FTL -3587, FTL -3729 9 OPTIONS: A 5116" C1/8"A,890.1/8"14.5) 9. 5/16" LAMI (1 /BWS,.090,1/8 "HS) E. 13/16' .AM1(1/8"HS.378'5PACE,5/16" LAMI -W/ 1) 4IS,.090,1/8 "HS) G "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 LAZIN A B,E B,E B,E A B,E A B,E A 8,E A B,E A HEI 54.000 NEC POS 26.000 NEG POS -90.0 70.0 -90.0" 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 - 90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 31.000 36.000 38.375 43.000 48,000 50.625 NEG POS NEG POS' NEC POS NEG POS NEC POS NEG P0 -90.0 70.0.90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -90.0 70.0 - 87.4 70.0 -77.6 70.0 - 68.4 68.4 ` -63.9 63.9 70 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 709 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0, -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 ,70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 '70.0 -83.6 '70.0 -79.9 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 . -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 10.0; -90.0 70.0 -90.0 70.0 . -90.0 70.0 -81.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -76.0 70.0, -75.0 70.0 70.0 - 75.0 70.0 - 70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.7 70.0 - .67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 3HT -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 75.4 -90.0 70.0 - 60.0 60.0 -90.0 70.0 - 56.1 56.1 -90.0 70,0 -51.8 61.8 -75.0 70.0 47.9 47.9 -75.0 70.0 - 46.4 46,4" 57.000 60.000 63.000 66.000 69.000 NEG POS NEG POS NEG POS NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 -90.0 70.0 - 89.6 70.0 -86.3 70.0 -84.2 -90.0 -902 70.0 -90.0 70.0 - 90.0 -72.4 70.0 - 69.9 89.9 -67.8 67.8 -90.0 70.0 - 90.0 70.0 -90.0 70.0' -66.2 -90.0 - 58.5 58.5 - 56.2 58.2 11 - 53.4 53.4 -51.3 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 ,- 53.8 53.8 - 50.4 50,4 -47.7 47.7 -45.6 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 - 750 70.0 - 75.0 70.0 -75.0 70.0 36.000 - 44.8 44.8 - 42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 73.0 -75.0' 70.0 37.000 - 43.5 43.5 -41.1 11 41.1 -38.6 38.6' B,E- 75.0 70.0 - 75.0 - - 75.0 70.0 -75.0 70,0 75.0 -75.0 70.0 - 75.0 -75.0 70.0 - 75.0 - 75.0 -75.0 70.0 70.0 -90.0 ' 70.0 70.0 -90.0; 70.0 70.0 - 000.0, 70.0 70.0-83.270.0 66.2 . 65.0 65.0 70.0 -90.0 70.0 51.3 - 49.849.8 70.0 -90.0 70.0 45.6 '-43.9 43.9 -90.0 70.011 -90.0 , 70.0 -90.0 70.0 , - 90.0 70.0 -87.8 72.000 NEG POS -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16" .0,.090,3/16 "HS) ALL "X" SIZES UP TO 37 000" WIDE x 63�HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72,00 "HIGH 1- 90.0170.0 :Ti ED • N 114 TAP COMPARATIVE ANAL IS "XX" WIDTH 37.004 A 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A A 43.000 48.000 50.625 54.000 NEG P05 NEC POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. 26.000 NEG POS -75.0 0.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0, -75.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 31.000 36.000 38.375 NEG POS NEC POS NEC POS -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 75.0 70.0 '- 75.0 70.0 -75.0 -75.0 • -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 3.( GLAZING OPTION: 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0. -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 75.0 70.0 - 75.0 70.0 70.0 -75.0 70.0 -75.0 70.Q 70.0 -75.0 70,0- 70.4 70.0 70.0 -73.7 - 70.0 - 67.9.67,9 NS OR #14 SCREWS) A. 5/16" LAMI (1/8 "A,.090,118 1HS) HEIGHT -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -68,4 70.0 -61.8 65.5 -57,5 60.4 -54.3 59.0 -52.6 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -69.8 ,68.4, -63.9 61.8 -58.9 57.5 -54.9 ,70.0 89.6 70.0 -75.0 70.0 70.0 -75.0 70.0 63.9 -60.0 60.0 58.9 - 56.1 56.1 54.9 -51.8 51.8 64.3 -51.1 51.1 - 47.947.9 52.8 -49.9 49.9_ -48.4 46.4 51000 NEC POS -75.0 70.0 -75.0 -75.0 -75.0 70.0_42.1 -65.2 65.2 -63.0 -58.5 -53.8,, -48,6, -44.8 -43.5 TE T REPORTS: FTI. -3582 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 4 NEC POs -75.a 700 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 69.5 80.8 56.2 50.4 45.2 42.2 41.1 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 _ -38.6_ 70.0 70.0 67.5 68.0 63.4 47.7 '42.4 39.7 38.6 TABLE 4. BASED ON 1/4" TAPCONS OR #14 SCREWS 4 r , • . .1�1 ►; "XX" WINDOWS TEST REPORTS: FTL3582, FTL -3729 (.10 = E. 13/16" LAMI (•G8"HS,3/8"SPACE,5M6" LAMI -W/ 1/8"HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH I- 75.0170.0 ABLE 5.(BASED ON V4" TAPCONS OR #14 SCREWS) '7(X" WH�OWS TEST REPORT: FTL3580 GLA JNG OPTION: C. 7/16" LAMI (3116 ".0,.090.3 /161-IS) ALL "XX" SIZES UP 10 74.000" WIDE x 63.000" HIGH J -90.01 70.0 x X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WNDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED at c'OCPIyia f Milt Oc Pinkie 11"4 n2 Cod. Accepteace N. Nfr.. FM. A"./ ar P.K RAM are FX. oar 3117103 oo: ThWW tea" A kaAlons "s.ibAr C toss. 'gym uot l? a": F K. 17/1702 ,REVSSE TAKES 1 AND a. GLASS TYPE/4 ADD GLASS TYPE E 1V TA&,S 1 f 4 NO ChhnxGE THIS SHEET 1070 7Earmotoorvfave !MUMS. FL J4275 P.O. PDX 1W 14060. FL 34274 Vilibb Better OMW PRESSURES- X & XX CONFIG. WINDOWS rte ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NT5 5 - 12 1 7045.8 I C ltpaa A.7 'Arm. P.E PE 458201 MNCVnkai • • • COMPARATIVE ANALYSIS TABLE 6. ( N 1/4" TAPCONS OR #14 SCREWS) ''0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5118" LAMI (1 /8'A,.090,1 /8'HS) B. 5/18" L.SMI (1 8'146,.090,1 8"RS) C. 7/18' LAMI (3/16'A,.090,3/16 "HS) I FTL -3582 E. 13/18" LAMI (1/0115,3/8" SPACE,5/18" LAMI -W! 4 /8 "HS .090 1/8"1-16 FTL•3729 IIGI�T -0" "X0X" WIDTH WIDTH A 36.000 72.000 B,E C A 37.000 74.000 B.E c A 39.500 79.000 BE -75.0 70.0 -90.0 70.0 - 42.1, 42.1 -75.0 70.0 -90.0 70.0 - 40.9 40.9 - 75.0.70.0 -90.0 70.0 -39.7 39.7 43.000 48.000 ; 50.625 54.000 NEG POS NEG POS NEC 1 P05 NEC) POS - 60.4 60.4 -54.3 54.3 - 51.1151.1 -47.9 47.9 -75.0 70.0 -75,0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 - 90.0:70.0 -90.0 70.0 -90.0 70.0 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 48.4, 48.4 -75.0 70.0 -75.0 72,0 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0 -55.7 56.7 -49.8 49.8 - 46.9 46.9 -43.6 43.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 63.3 63.3 -56.4 564 -53.4 53.4 - 50.0 50.0 - 75,0 -75.0 70.0 _ - 75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 59.3 59.3 _ -53.6. 63.6 .50.9 50.9 -47.5 47.5 -750 70.0 -75.0 70.0 -75.0 ' 70.0 -75.0 70.0 -90.0' 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 - 55.1 55.1 -51.4 51.4 -48.8 48.6 -45.3 45.3 -75.0 70.0. -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 70.0 -86.0 70.0' -80.9 70.0 -75.0 70.0 -52.7, 52.7 -46.7 48.7 - 499 46.9 -43.5 43.5 NEG -44.8 -75.0 -90.0 43.5 -75.0 -90.0 -41.1 - 75.0 -90.0 -46.9 -75.0 x -84.5 -44.7 -78.9 -42.5 -75.0_ -70,7 -41.3 -7 °.0 70.0 -75.0, 70.0 - - 75.0.70.0 _ -75.0 -90.0 70.0 -81,2 70.0 -75.7 70.0 -70.3 -510, 50.0 - 48.1 46.1 _- 442 , 44.2 -42.2 -76.0 70.0, -75.0 70.0 - 76.0 70.0 -76.0 -88.8 70.0 -78.4 70.0 -71.1 70.0 -66.5 -49.1 49.1_ -45.3 45.3 - 43.4 43.4 -41.8 -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 -88.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 -47.5 47.5 -43.9, 43.9 .42.2 42.2 , -40.8 - 750 70.0 -75.0 70.0 -75.0' 70.0 -75.0 -84.3 70.0 -72.5 70.0 458.4' 65.4 433.8 -48.2 48.2 - 42.5 42.5 -41.2 41.2 -39.8 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -81.8 70.0 -70.7 70.0, -66.7 86.7 -81.8 444.8 , 44.8 -41.3 , 41.3 .402 40.2 -38.7 -75.0 70.0 -75.0 70.0 . - 75.0.70.0 -75.0 -79.4' 70.0 - 69.0 69.0 - 64.9 64.9 -60.4 -43:5 43.5 - 40.4 40.4'- 39.2 392 47.8 70.0 :75.0 70.0 -86.8 422 -40.1 70.0 -75.0 86.5 -63.0 41.9 -39.8 70.0 -75.0 65 4 -81.8 40.8 -39.1 70.0 -75.0 63.6 -60.1 39.8 -38.5 70.0 -75.0 61.8 -56.7 38.7 _ -37.8 70.0, -75.0 80.4 -57.3 37.6 -36.7 000 POS NEG 44.8 -42.2 70.0 -75.0 70.0 -90.0 43.5 -41.1 70.0 -75.0 70.0. -90.0 41.1 -38.6 70.0 -75.0 70.0 -87.4 48.9 -44.3 70.0 -75.0 70.0 -79.7 44.7 . -42.1 70.0 . -75.0 70.0 -72.4 42.5' -40.4 70.0, -75.0 70.0 -87,3 41.3 -39.2 70.0 -75.0 88.8 413.5 40.1 -38.0 70.0 -75.0 83.0 -60.0 39.8 -37.6 70.0 -75.0 81.8 -59.1 39.1 -372 70.0 -74.3 80.1 -57.5 36.5 -36.7 70.0 -73.3 58.7 -55.9 37.6 X70.0 57.3 36.7 -36.1 -72.2, -54.5 -35.5 28.000 31.000 36.000 36.375 NEC POS NEG POS NEG POS NEG POS c A 42.000 84.000 B.E C A 45.000 90.000 8.E c A 48.000 98.000 B.E 0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 A -48.3 48.3 50.500 101.000' B,E -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -9Q.0 70.0 -90.0 70.0 A -75.0 70.0 -58.7 58.7 _ -48.7 48.7 -45.4 45.4 53.125 106.3751 8,E -75.0 70.0 _ - 75.0 70.0 -75.0 70.0 _ -75.0 70.0 C " -90.0 0 . 70.0 - 90.0 70.0 -90.0 70.0 -90.0. 70. A - 75.0 70.0 - 58.2 58.2 -47.9 47.9 - 44.5 44.5 54.000 1013.000 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 - 90.0 -90.0 70.0 A -75.0 70.0 - 57.1 57.1 - 464 46.4 -43.3 43.3 -90.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 ' -73.7 70,0 -75.0 70.0 -75.0 70.0 - -90.0 70.0 -90.0 70.0 - 75.0 70.0 -67.8 70.0 -75.0 70.0- -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -82.4 70.0 -75.0 70.0 . -75.0 70.0 -90.0 70.0 _ -90.0 70.0 -70.3 70.0 -58.0 70.0 -75.0 70.0 -75,0 70.0' -90.0 70.0 -90.0 70.0 - 65.0 65.0 -54.3 70.0 -75.0 70.0 _ -75.0 70,0 : -90.0 70.0 -90.0 70.0 -60.8 60.8 -51.3 70.0 . 90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 S -58.4 , 58.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 55.500 111.000 BE - -76.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0 70,0 - 90.0 70.0 - 90.0 760 A -75.0 70.0 -582 56.2 - 44.6 44.8 57.000 114.000 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 ` C -90.0 , 70.0 -90.0 70.0 -90.0 70.0 - A -74.2 70.0 - 55.0 55.0 - 43.4 43.4 58.500 117.000 BE -75.0 70.0 - 75.0 70.0 -75.0 70.0 C X0.0 70.0 -90.0 70.0 - 90.0 70.0 A -72.9 70.0 -53.4 53.4 -42.2 42.2 00.000 120.000 B,E . -75.0 70.0 - 75.0 70.0 -75.0 C 70.0 70 .0 -70.4, 70.0 -75.0 70.0 -90.0 70.0 - 67.9 67.9 -75.0 70.0 -90.0 70,0 - 62.1 82.1 - 75.0 70.0 -90.0. 70.0 - 75.0 70.0 - 90.070.0 - 54.6 54.6 -75.0 70.0 -90.0 70.0 -51.1' 51.1 -75.0 70.0 - 90.0,70.0 -75.0 70.0 75.0. -90.0 70.0 -77.1 70.0 70.0 -75.0 -67.3 70.0 87.3 -75.0 -83.3 70.0 63.3 75.0; -69.1 70.0 59.1 57. - 73.3 70.0 - 55.9 55.9' 60.000 83.000 POS NEG POS 42.2 -39.7 39.7 70.0 -75.0 70.0, 70.0 -90.0 70.0 41.1 ,. - 366 38.6 70.0 - 75.0 70.0, 70.0 -90.0 70.0 38.6 - 36.5 38.5 70.0 -75.0 70.0 70.0 -83.2 70.0 44.3 -41.9 41.9 70.0 -75.0 70.0, 70.0 -75.6 70.0 42.1. -39.7 39.7 70.0. -75,0 70.0 70.0 -69.2 69.2 40.4 -38.4 38.4 70.0 -75.0 70.0 67.3 - 64.1 64.1, 39.2 -37.1 37.1 70.0 -74,3 70.0 63 -60.5 60.5 38.0 - 362 36.2 70.0 -72.4 70.0 80.0 -57.3 57.3 37.8 - 35.9 35.9 70.0 -71.8 70.0 59.1 -56.4 564 37.2 - 35.4 35.4 70.0 -70.8 70.0 57.5 - 54.8 - 54.8 38.7 -34.8 34.8 70.0 -89.6 69.8, 55.9 -53.2 53.2, 36.1 ' - 34.2 342 70.0 - 68.4 88.4 54.5 -51.8 51.6 35.5 -33.7 33.7 -71.0 70.0 -67.4 67.4 - 53.0 53.0 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" E "1/4 -132 -114 XOX' WINDOWS GLAZING OPTION: 0.7116" LAMI (3/160H5..090.3/1616) 60. DE x 63.000" RICA AND ALL P • 1 TEST REPORT: FTL -3580 x 6 .000" HIGH -90.0 70.0 4 X 0 X O NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "O' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PlmtsuCT *IEVts m cernDLItngwite be Plod& CaidiA4 Conk ArtATAmee e .' uiioa Y3te y G/ 704 3 F.K F,K nweb: Rx. tea F.K. DOA 9117.03 923+0 mon LLr 1217.02 A AotMa• a NOM.wr c 'wow %5E T4E 6. ASSTYPESA6C ADO GLASS TYPE E 7b TABLE 6 NO C*A'JQQ PM MEET 4. 1 t076 Trc'eNOWGYA11reE NW(OtN.t. A LLT77 P.O. oar I AMMO. FL 3dV4 Visibly &ay tr_ PRESSURES- 0 81/4- 112 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 1 NTS 1 8 .1 12 7045-8 C Lucas A. Tumor, P.E, PE ua201 Nouferlca COMPARATIVE ANALYSIS TABLE 8. (BASED ON 114" TAPCONS OR *14 SCREWS t1 "XO' OR 'OX' 5'1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL3582 GLAZING OPTION: A. 5/1 - LAMI ( 118"A,.090,V8"Hs} 141.441 "XO" 'MOTH 37.000 48.000 49.333 (FI EIGHT 28.000 31.000 36,000 - 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 MEG POS MEG POS NEG POS NEG POS NEG P08 NEG POS NEG POS NEG POS NEG POS NEG ' POS _ NEG POS -75.0 70.0 75.0 70.0 X 70.0 -75.0 70.0 - 75.0 70.0 70.0 - 75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 70.0 70.0 -750 70.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75 0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 53.125 • 79.688 A - 75.0 70.0 -75.0 70,0 - 75.0 70.0 75.0 70.0 70.0 -75.0 70.0 70.0 -69.5 69.5 - 67.5 57.5 58.000 84.000 A -75.0 70.0 -750 70.0 -75.0 70.0 " -75.0 70.0 -73.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 - 84.9 64.9 42.7 62.7 - 80.4 60.4 80.000 90,000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 .68.4 68.4 -83.9 63.9 40.0 60.0 - 58.5 58.5 - 56.2 56.2 50A 45.9 42.8 42.2 41.1 -53.4 1 1 se 53.4 47.7 43.1 40.3 39.7 38.6 64.000 96.000 am4< kI - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 - -61.8 •:!'04 r ppy VI �GyQ rn W Os .- m 68.9 55.8 51.9 51.1 49.9 °Oil 561 62.6 -53.8 -49.4 11104 r e at aD N � YTYY 67.333 101.000 -75.0 70.0 -75.0 70.0 , -75.0 70.0 _ -75.0 70.0 -66.4 68.4 - 58.2 70.917 108.375 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 81.8 -55.1 48.9 - 45.8 72.000 108.000 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 80.4 54.3 47.9 -44.8 74.000 111.000 -75.0 70.0 -75.0 70.0 -73.7 70.07-67.9 67.9 -59.0 59.0 , - 52.8 46.4 3.5 TABLE 9. (BASED ON 114" TAPCONS QR *14 SCREWS) "XO" or"OX" a "1/3-11.3-1/3 XOX" WINDOWS REPORTS: FTL-3582. FTL-3729 GLAZING OPTIONS: 8.5116" LAMI (i /8"HS,.090,1 /8"HS) E. 13/16" LNNA (1(8115,318" SPACE,5116" LAM! -W/ 1 /8"HS,.090,116 "HS) ALL' XO" OR "OX" SIZES UP 70 74.000" WIDE x63.000" HIGH AND ALL '1 /3- 1/3 -1/3 XOX" SIZES UP 70111.000" WIDE x 83.000" HIGH 1-75.01 70.0. TABLE 10. (BASED ON 114" TAPCONS OR *14 SCREWS) 'XO" or "OX" & "1/3-113 -113 XOX' WINDOWS GLAZING OPTION: C. 7/16" tAMI (3/18 "A..090.3 /16'HS) TEST REPORT: FTL -3580.. ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL' 1/3 -1/3 -113 XOX" SIZES UP TO 111.000' WIDE x 63.000" HIGH I -90.01 70.0 NOTE: IF USING 3/16' TAPCONS OR 112 SCREWS DESIGN PRESSURE FOR °XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 R.S.F. FX. JYt TAW A REVUE rABLe A, CUSS TYPE FX . ADO GLASS TYPE E TO TABLE N NO CHANGE THIS SPEED • 107D TECHNOLOGY rem NOKX4.1. FL3Q? P.O. aght HOLE *OHMS. FL 34,274 Vialb(j Healer EI PRESSURES -XO, OX, & 113- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT NTS 7 • 12 7045-8 1 3 X 1 3 0 1 3 X X 0 0 X PR<1DUCTREVISE0 us ao"gd!'SCRsigI NNW Madi Colt Automate iwDp 7io /o3 Lucas A. Tamer, P.E PE 11 Mechanical • • • 69.264 19.125 86.919 24.000 95.973 26.500 108.649 30.000 115.892 32.000 122.000 33.687 123.135 34.000 126.000 34.791 130.000 35.896 130.378 36.000 A 31.014 B,E C A 38.919 13.E C A 42.973 B,E C A 48.649 B,E C A 61.892 B,E c A 54.627 B,E C A 55.135 B,E C A 56.418 B, E C A 58.209 B,E C 58.376 B,E -75.0 NEG POS -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 75.0 70.0 -75.0 70T -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.9 70.0 -75.0 70.0 -90.0 70,0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.D -75.0 70.0 -75.0 70.0 -90.0 70.0 74.4'70.0 -75.0 70.0 •90.0 T .0 A -74.3 C - 90.0. 70.0 70.0 COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS FTL -3582 FTL -3729 43.000 -74.1 70.0 134.000 F. Rwrtl ry: F.K. 'M, , f.K. Downer FJ TEST REPORTS: FTL -3580 GLAZINGOPTIONS: A. 5116" LAMI (1/WA,.090,118 "HS) 8. 5/16" LAM1(118"H5,.090,1/8 "HS) C. 7116" LAMI (3/16"A,.090,3/161-16) E. 13/16" LAMI (1/8145 3/8" SPACE 5/16" LAMI -WI 1/8 "HS,.0901/8 "H NEIGH 37.000 . a 3'17A73 Dar 3/-11/03 ROY: 7/HYA7 our 12f17.102 angora. A C tlodrd 60.000 26.000 36.000 -75.0 70.0 70.0 70.0 47.4 70.0 A -72.9 B,E -75.0 C -90.D 50.625 -60.6 60.6 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 - 90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -76.0 -90.0 -46.8 -75.0 - 90.0 45.6 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 70.0 -90.0 70.0 -42.2 70.0 -75.0 70.0 -90.0 80.000 63.000 NEG POS NEG POS NEG POS_NEG POS_NEG POS NEC POS NEG POS NEG POS NEC POS 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 7 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0, 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 -75.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 .43.6 -75.0 44.3 70.0 70.0 46.7 70.0 70.0 43.1 70.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0, 63.4 70.0 70.0 57.2' 70.0, 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70,0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 BL ROAN' ROAN' TA£ 01, GLASS TYPES A & ADO GLASS rtrEE TO TABLE 11 NO CHANGE 71415 SLEET tsi.: -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 - 90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -46.0 70.0 45.0 -75.0 -79.6 -43.5 70.0 43.5 -75.0 -77.1 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.9 70.0 47.9 70.0 70.0 45.1 70.0 70.0 70.0 70.0 1070 TECHNOLOGY Mar NOIKOMIS. FL 3273 P.O. eW(142Y NOKOMIS. R. 342M 48.000 - 64.9 64.9 -75.0 -90.0 -50.4' -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 ,-75.0 -69.1 -40.4 -75.0 -67.3 70.0 70.0 50.4 55.2 70.0 70.0 50.7 70.0 70.0 70.0 44.7 70,0 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70,0 67.3 -75.0 -90.0 -47.5 '-75.0 -90.0 -52.6 -75.0 -90.0 .48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 - 75.0 -85.3 -40.3 -75.0 -65.1 ,-392 -75.0 -63.3 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70,0 42.8 70.0 69.4 42.4 70.0 Vuih[y Eeren 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 -58.1 58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -427 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -402 ,-75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 . 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41,4 70.0 64.7 '41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 _70.0 ewr+ir.d CA -700 60.5 37.7 70.0' 59.1 57.000 -56.1 56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 - 39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 NTS 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7, 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 ,70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9 -53.3 53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -40.1 -75.0 -66.3 -38.6 -76.0 -61.4 -74.9 -58.4 -37.3 -74.6 -57.9 -73.7 ,-56.5 -36.2 -54.7 -36.1 :72.3 -35.5 -71.0 -53.0 70.0 70,0 43.6 70.0 40.1 10.0 66.3 38.6 70.0 70.0 57.9 56.5 36.2 70.0 36.1 54.6 53.0 -50.5 50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -75.0 -63.1 -73.2 -35.7 :71.4 -55.7 : 70.1 -53.8 -34.3 -68.6 -34.3 -51.7 -33.7 -67.4 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 63.1 70.0 58.8 35.7 56 4 37.3 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 68.5 51.7 33.7 67.4 50.0 & -or WINDOW WIDTHS EQUAL THE SUM OF THE vENT wIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" or "OX" "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND [90.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH VVITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 NUIE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XV OR -or AND "XOX" WINDOWS IS LIMITED TO 41.3 P.SF. PRESSURES- UNEQUAL CONFIG. X0, OX XOX Mir ALUMWUM CASEMENT WINDOW, IMPACT UNEQUAL LTES UNEQUAL LTES UNEQUAL L TES PROMO' REVISED m temp:7in; will) On Florida Attrotaticc PE eSMO1 Merhanicul • • MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH ;SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRAIwCtREVISED Plum** Pith ills Am ila guiding Cody AaegAscre Sts Dec 'wads"; FdG er FJL F11.1 lir F.K. DD"" sr F.K. 1717/07 3/25'73 7 /1 0gS 12/1702 anions A *grim B C e,,.em NO 040 THIS SHEET ADO 13116' I.G. GLAZING 8EAOIT M SHOW TOP HINGE CAM 1970 TECHNOLOGY 17R1YE NLa GWG FL 34275 P. BOX 1521 ACKOM S. Fl s 274 Visibly frenzy SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s.werw: CA -740 i NTS 9 • 12 7045-8 l C Lucas &U MW; V.E. PE V58207 Mocharice • • FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 °XX" FRAME ASSEMBLY DETAIL "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 'X" FRAME JAMB #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3' APART AT MID -SPAN FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO' & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS 42) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL 34" 2.854' .062" NOM. 1.159" 2.139' O SASH FRAME HEAD, SILL JAMB MAT'L: 6063 -T6 DWG# 7003A i 3.544" .062" NOM. .082" NOM. L _2.784 . - FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PRODUCT REVISED Voiding Coc xnr the F1�e1Q� Acceptance indiOa ape 2.919" 2.784" ®FIXEO FRAME HEAD, SILL, JAMB MATL: 6063-T6 DWG# 7005A - 7 /,dl; 3 er F .K. AAA, or F.K a.: Stun t>w: 5/2511;9 Anon A "wow.: H 14n4 M F.K 7110/00 C F�f, 1Z' 7AD2 REVISED FRAMEASSY carve EW SPACE NG NO CHANGE TMS SHEET NO CHANGE DNS 9PEET lon) re o»MB soma Ft. NM P.0. BOY fag NO1uOM15, Ft 342T4 EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT wr+°wdet 1 1 — CA.710 NTS 10 s 12 GtiWgNo 7045 -8 C Luca A.Turner. P.E. PE 158201 aleuwnkat ITEM DWG 7002A 2 1155 3 7008 4 3 70034 6 1155 7 7017 8 7009 9 7024 10 7026 11 12 7014 13 1157 14 7013 t5 7015 16 7028 17 7027 18 7030 19 7031 20 21 7032 22 23 7033 Z4 7022 25 7023 31 32 33 40 41 43 44 4 5 46 30 51 52 53 54 55 67 7I 72 Arwdpr F.K. FA F 11s Dew FX. Jr1 7A7J Voir n&03 ar: maw 0 2/17431 7034 7042 1224 1634 7006 1635 331 7004A 70 7012 7019 7018 s G"edM Liam POT. 4 781PQA 781 PQA 670)7K 78X7IPPSMS 7858ZA 710x12FP 611'247 6163K 6t635K 712XIPPT 711373 7FLDHD C NO CHANGE MS SHEET PARTS LI ST MAIN FRAME - HEAD, SILL & IAMBS 08 X 1 QUAD PH SMS FRAME CORNER KEY U2"XLQ "X4'8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAIlS 48 X I QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM M)JL l -POINT LACK LOCK SUPPORT PLATE 10.24 X 362 PH. PN. TYPE F MULTI -LACK KEEPER (R H. & L.H.) O8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PI ATE 48-32 X .375 PH. PN. TYPES STUD BRACKET (L.H. & RM.) M8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12 14040E (HEAVY DUTY) 810 X .500 PH. PHL. 3/16" LAMINATED (118A & 1/889 GLASS) 090 INNER LAYER - SDLUITA OR DUPONT PVD 3/16" LAMINATED (118HS & I IBIS GLASS) .090 DINER LAYER - 60U71TA OR DUPONT PVB 7/16" LAMINATED (3/164 k 3116HS GLASS) .090 INNER LAYER - SOUJRA OR DUPONT PVB 7116" LAM1NATID (3/16BS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16') GLAZING BEAD (7116') VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 993 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH DESCRIPTION SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 7Qx12PSTW/B '08 X .300 SQ. PN. TEKSMS 67004 CASEMENT FRAME ASS'Y. TUBE L2 X I' PH. PHIL TEK LACK SUPPORT PLATE LOCK SPACER SNAP-ON T- HANDLE KNOB FOLDING HANDLE n Raee.• A NO MG 1765 SMEET !3 ADD IJn6"LG. MAWS OIAZNKJBEAD 1070 TECMNOLOOTJMNE N 1 WA,FL51215 P.O. 60x 1529 NOKOhti . F1 31421'4 ITEM 73 74 75 10 1 ) *3 85 86 DWG 1 7023 7016 7005A 1155 7010 7007 7047 PST. 4 70834A 781PO4 67407 .3/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER NB X 750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SIIL k IAMBS OR X 19UAD PN SIAS FIXED FRAME CORNER KEY INSTALLATION 110LE COVER GLAZING BEAD (11/16" 1.0.) LG. GLASS (I/8'THS,3/8 "ALR SPACE,S /16'L A3I) 5/16" LAM (2 UTES OF I /8'HS GLASS WITH AN ,090 INNER LAVES- SOLUTIA OR DUPONT PVB .706" .050' 0 5/18' GLAZING BEAD MATL: 8083 -T6 DWG# 7036 .523' -1 .060' .885" 0 7/16* GLAZING BEAD MATL: 6063 -T6 DWG# 7042 Visibly Hotter .040" 1.000" .423" 50 CASEMENT SCREEN FRAME MAIL: 8063 -T6 DWG# 7005 9•ryr.r PARTS UST R EXTRUSIONS l.w4r+• C4-740 NTS --� - .172" 870" .050° T -..-) t- .569" Q 13/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125' .062" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW IMPACT 17 .12 7045 -8 C .993" r- - -289' .040" - INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG* 7007 PROOILKT REVISED as 119191y944 9191 Fl.IWil Suidia9 Colt Acee,AOC9: N. ration 6 - 44 7 /Ivy? tam A. Tumor. PE. PE 468201 Moch trial • APPROVED WOOD BUCK 1 112" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r #12 OR #14 SCREWS Y F.K mar F.K. MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1#1* MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 --Tr— BELOW AND SHEET 1, NOTE 4) NOTES: 3/17/03 CAW 37510.1 - A FEL 711003 C ri �• p. 011": FX. 17/T7t2 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1I4 " MAX. SHIM 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1)2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. ADDEOEUSCREW OETIOA NOC1&1NCE 7MS SHEET NO CHANGE MIS SHEET 1 114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE WJ WOOD BUCK LESS THAN 1 1/2" THICK 114" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) rO70 TEpmotOGYORNE KOKIIMAS, FL 31275 PO. SCX 1429 NOKOMJS. Ft .14274 APPROVED WOOD BUCK 1 112" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM - #12 OR #14 SCREWS 1 cA.r4o 1112" MN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK 11/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS T ALU I NUM CASEMENT WINDOW, IMPACT NTS NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 12 of 12 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 114" MAX. SHIM --} 3/16" OR 1/4" TAPCON I (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 7045 -8 f C 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK lkO1WCTRF.VinD u � c� an tie t�o.ih Acme's= Pie 47'?o4 3 4.,11 &Tu"w, P.E. PE tSa201 MIthau4,71 COMPUTATIONS Project: Romanello Residence New Roof Framiing & Beam Reinforcing 29 NE 96 ST Miami Shores, Florida Smith & Smith Design Corporation Date: 04/21/2004 ARBAB ENGINEERING, INC. NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 EB NUMBER: 0007488 PE N0. 35460 CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 ALJAKBAR ARBAB FL P.E. NO. 35460 • Wind Loads Computations Input • B= L= Mean Roof Height (H) _ Wall Height = Wall Area = Roof Angle = Roof Area = Area of OverHang = Girder Truss( GT) Tributary Area Area of OverHang = Long Truss Tributary Area = Area of OverHang = Short Truss Tributary Area = Area of OverHang = Exposure : C Importance : II Uplift Girder Trusses (GT -1): Romanello Residence X Direction = Y Direction = Y Direction = Uplift = Gravity = ARBAB ENGINEERING, INC. Consulting Engineers 24.83 ft 57.33 ft 11.00 ft 8.50 ft 211.08 ft 0.00 ° 306.02 ft 61.12 ft 12.71 ft 4.00 ft 58.19 ft` 4.00 ft 5.02 ft` 4.00 ft Basic Wind Speed = 146 MPH ASCE Combinations: No Stucture type : Enclosed Structure Rigidity : Rigid Max Opening Height = 7.00 ft See Computer Output : WindWard + LeeWard = 51.20 psf Uplift Trusses: 419.00 Ibs 1004.00 Ibs 729.00 Ibs 602.00 Ibs 494.00 Ibs ( Autocad Output ) ( Autocad Output ) ( Left Side ) ( Right Side ) . 1 e4 3q 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Roof Romanello Residence ARBAB ENGINEERING, INC. Consulting Engineers Design Loads Wood Joist / Sheathing : Tile : Roofing : Ceiling : Mech / Elect / Miscl : Insulation : Total DL : LL : Total : 7.00 psf 12.00 psf 6.00 psf 5.00 psf 3.00 psf 2.00 psf 35.00 psf 30.00 psf 65.00 psf 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Design Wind Pressure Zone Gross Uplift Net Uplift Wall, Windows & Door Pressure (P.S.F) Roofing (1) Negative -50.09 -50.09 (2) Negative -59.37 -59.37 (3) Negative -59.37 -59.37 (1) Over Hang -75.29 -75.29 (2) Over Hang -75.29 -75.29 (3) Over Hang -58.74 -58.74 Long Wood Joist (1) Negative -52.03 -42.03 (2) Negative -67.12 -57.12 (3) Negative -78.76 -68.76 (1) Over Hang -78.85 -68.85 (2) Over Hang -78.85 -68.85 (3) Over Hang - 129.86 - 119.86 Short Wood Joist (1) Negative -54.73 -44.73 (2) Negative -91.83 -81.83 (3) Negative - 138.21 - 128.21 (1) Over Hang -78.85 -68.85 (2) Over Hang -78.85 -68.85 (3) Over Hang - 129.86 - 119.86 Wood Beam (1) Negative -54.35 -44.35 (2) Negative -89.32 -79.32 (3) Negative - 131.93 - 121.93 (1) Over Hang -78.85 -68.85 (2) Over Hang -78.85 -68.85 (3) Over Hang - 129.86 - 119.86 Walls (4) ( Field Negative) -44.96 (5) ( Corner Negative) ' -47.77 (4) & (5) ( positive) 39.82 Roof Romanello Residence ARBAB ENGINEERING, INC. Consulting Engineers Design Loads Wood Joist / Sheathing : Tile : Roofing : Ceiling : Mech / Elect / Miscl : Insulation : Total DL : LL : Total : 7.00 psf 12.00 psf 6.00 psf 5.00 psf 3.00 psf 2.00 psf 35.00 psf 30.00 psf 65.00 psf 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • • 1 7 ArchWind 98 : ARBAB ENGINEERING, INC. - Romanello Residence Wind CASE A 3 AVERAGE WALL PRESSURE : For overturning calculations. Direction T i t i t i i 1 CASE B WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 342.05 lb /ft HEIGHT ABOVE GROUND = 4.5 ft ACROSS WALLS 3 LOAD = 410.00 LB/FT HEIGHT ABOVE GROUND = 4.5 ft MAXIMUM ROOF LOAD MAX POS = 10.00 psf MAX NEG = -43.83 psf GABLE Any Height 1 Elevation 3 oc- 3q • • Arch Wind 98 : ARBAB ENGINEERING, INC. - Romanello Residence Structures of Any Height Main Wind Resisting System WALL PRESSURE OUTPUT (psf) WALLS 1 AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -19.6 -35.9 42.8 2 39.9 -19.6 -35.9 42.8 3 39.9 -19.6 -35.9 42.8 4 39.9 -19.6 -35.9 42.8 5 39.9 -19.6 -35.9 42.8 6 39.9 -19.6 -35.9 42.8 7 39.9 -19.6 -35.9 42.8 8 39.9 -19.6 -35.9 42.8 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -28.1 -35.9 51.2 2 39.9 -28.1 -35.9 51.2 3 39.9 -28.1 -35.9 51.2 4 39.9 -28.1 -35.9 51.2 5 39.9 -28.1 -35.9 51.2 6 39.9 -28.1 -35.9 51.2 7 39.9 -28.1 -35.9 51.2 8 39.9 -28.1 -35.9 51.2 ROOF OUTPUT PRESSURES (psf) DIST FROM WINDWARD EDGE. POS NEG 0.0 TO 5.5 5.5 TO 11.0 11.0 TO 22.0 22.0 TO END 10.0 10.0 10.0 10.0 -43.8 -43.8 -28.1 -20.2 2 • • • ArchWind 98 : ARBAB ENGINEERING, INC. - Romanello Residence CONSTANTS USED Dim Perp. to Ridge = 57.33 ft Dim Parallel to Ridge = 24.83 ft Roof Angle = 0.00 deg. Mean Roof Height = 11.00 ft Wall Height = 8.50 ft Max Height of Openings = 7.00 ft Gust Factor Walls 1, 2 = 0.85 Gust Factor Walls 3 = 0.85 Gust Factor Roofs = 0.85 Wind Speed, V 146.0 mph Exposure Cat. = C Importance Cat. = 2 Internal Pressure Exposure Coef., Kzi = 0.85 Internal Velocity Pressure, qi = 46.38 psf Internal Pressure ,Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: P = gGCp- qi(GCpi) or P = gGCp +gI(GCpi) The worst case ofithe above are used. If any component! across the walls is less than 10 psf, 10 psf is used as a minimum pressure. Constants are described as follows: qi, Internal Velocity Pressure q, Velocity Pressure Kz, Velocity Pressure Exposure Coef. Cp, External Presure Coef. Main wind force resisting systems are based on ASCE 7 -98 Section 6.5.12.2 CONSTANTS FOR WALLS 1 AND 2: TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 2 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz = 0.85 q = 46.38 Cp = -0.28 TREATED AS SIDE WALLS Kz =0.85 q = 46.38 Cp = -0.70 CONSTANTS FOR WALLS 3: CONSTANTS FOR ROOF: Kz = 0.85 q = 46.38 psf Cp values vary and are based on ASCE 7, fig. 6 -3 TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz =0.85 q = 46.38 Cp = -0.50 TREATED AS SIDE WALLS Kz = 0.85 q = 46.38 Cp = -0.70 • • -� Archwind 98 : ARBAB ENGINEERING, INC. - Romanello Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA 4 MAX + 39.82 4 MIN =1-44.96 5 MAX _ 39.82 5 MIN =i -47.77 If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. PRESSURE (psf) Dimension a = 3.60 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED 6 0-r 3' Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 11.00 ft Area = 211.08 sf Cp VALUES AREA Cp 4 0.75, -0.88 5 0.75, -0.94 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • Archwind 98 : ARBAB ENGINEERING, INC. - Romanello Residence a a COMPONENTS AND CLADDING GABLE ROOFS Roof angle is lessIthan or equal to 10 deg. Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX _ 21.63 1 MIN = -54.35 2 MAX = 21.63 2 MIN = -89.32 3 MAX = 21.63 3 MIN = - 131.93 Over Hang Along lArea 1 Over Hang Along Area 2 Over Hang Along Area 3 3 2 I 2 1 1 2 1 2 3 VALUE = -78.85 VALUE = -78.85 VALUE = - 129.86 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h of GABLE ROOF - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 11.00 ft Area = 12.71 sf Area of Overhang = 4.00 sf Cp VALUES AREA Cp 1 0.29, -0.99 2 0.29, -1.75 3 0.29, -2.66 Along Area 1 Over Hang -1.70 Along Area 2 Over Hang -1.70 Along Area 3 Over Hang -2.80 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : ARBAB ENGINEERING, INC. - Romanello Residence a a 1 MAX =17.62 1 MIN =',-50.09 2 MAX = 17.62 2 MIN = -59.37 3 MAX = 17.62 3 MIN = -59.37 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 3 3 2 1 2 1 2 3 3 COMPONENTS AND CLADDING GABLE ROOFS Roof angle is less than or equal to 10 deg. Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) VALUE = -75.29 VALUE = -75.29 VALUE = -58.74 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h c o GABLE ROOF - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 11.00 ft Area = 306.02 sf Area of Overhang = 61.12 sf Cp VALUES AREA Cp 1 0.20, -0.90 2 0.20, -1.10 3 0.20, -1.10 Along Area 1 Over Hang -1.62 Along Area 2 Over Hang -1.62 Along Area 3 Over Hang -1.27 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • Archwind 98 : ARBAB ENGINEERING, INC. - Romanello Residence a a COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX = 18.79 1 MIN = -52.03 2 MAX = 18.79 2 MIN = -67.12 3 MAX = 18.79 3 MIN = -78.76 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 3 2 I 2 2 3 3 COMPONENTS AND CLADDING GABLE ROOFS Roof angle is less than or equal to 10 deg. Structures less than or equal to 60 ft VALUE = -78.85 VALUE = -78.85 VALUE = - 129.86 Dimension a = 3.90 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h GABLE ROOF - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 11.00 ft Area = 58.19 sf Area of Overhang = 4.00 sf Cp VALUES AREA Cp 1 0.23, -0.94 2 0.23, -1.27 3 0.23, -1.52 Along Area 1 Over Hang -1.70 Along Area 2 Over Hang -1.70 Along Area 3 Over Hang -2.80 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • Archwind 98 : ARBAB ENGINEERING, INC. - Romanello Residence a a COMPONENTS AND CLADDING GABLE ROOFS Roof angle is lessi than or equal to 10 deg. Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX = 22.26 1 MIAI = -54.73 2 MAX = 22.26 2 MIN =: -91.83 3 MAX 22.26 3 MIN =I- 138.21 Over Hang Along Area 1 Over Hang Along! Area 2 Over Hang AlonglArea 3 3 3 2 2 2 ; 2 VALUE = -78.85 VALUE = -78.85 VALUE = - 129.86 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 i3sf as applicable. h GABLE ROOF - CONSTANTS USED [a Of3r( Ref: ASCE 7 -98, Equation 6 -17 Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 11.00 ft Area = 5.02 sf Area of Overhang = 4.00 sf Cp VALUES AREA Cp 1 0.30, -1.00 2 0.30, -1.80 3 0.30, -2.80 Along Area 1 Over Hang -1.70 Along Area 2 Over Hang -1.70 Along Area 3 Over Hang -2.80 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Type I Use: Uplift Horizontal Acceptance 03 - 0224.10 1 NVSTAI6 1221.00 1671.00 • • Consulting Engineers Direction X : Maximum Horizontal Forces = Maximum Uplift = Computation for reaction : Romanello Residence ARBAB ENGINEERING, INC. Connection Between Trusses and Elevated Beam Width = Height = Reaction H = ' Reaction H = Depth = Reaction H = !Reaction H = Uplift = 51.20 psf 419.00 Ibs 57.33 ft 5.50 ft 16.15 Kips 8.07 Kips 24.83 ft 0.33 Kips 0.65 Kips 419.00 Ibs ( windward + leeward ) ( per Side ) ( per Linear foot ) ( per truss ) ( per truss ) Lateral interaction Horizontal Force + Uplift Force < Horizontal Capacity Uplift Capacity 650.14 + 419.00 0.73 OK! 1671.00 1221.00 li cc 3'7 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type I Use: Uplift Horizontal Acceptance 1 NVSTAI6 1221.00 1671.00 03 - 0224.10 Direction Y : ( LeftlSide ) Maximum Horizontal Forces = Maximum Uplift = Computation for reaction : Romanello Residence ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Trusses and Elevated Beam Width = Height = Reaction H = !Reaction H = Depth = Reaction H = Reaction H = Uplift = 51.20 psf 1004.00 Ibs 24.83 ft 5.50 ft 6.99 Kips 3.50 Kips ( per Side ) 57.33 ft 0.06 Kips 0.12 Kips 1004.00 Ibs Lateral interaction ( per Linear foot ) ( per truss ) ( per truss ) Harliontal Force + Uplift Force e Horizcintal Capacity Uplift Capacity 121.97 + 1004.00 0.90 OK! 1671.00 1221.00 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Direction Y : (Right Side Maximum Horizontal Forces = Maximum Uplift = Computation for reaction : Tension in Angle = Shear in Angle = Gross Area = r= Y c9 = Yield Tension Stress = Ultimate tension Stress = Rupture: U = 1 - y < 0.9 = An= Ag- (d- 1 /16)xti An = Ae = U x An Romanello Residence Width = Height = Reaction H = Reaction H = Depth = Reaction H = Reaction H = Uplift = Ae = 1.02 in Max. Allowable Tension Rupture = 0.75 x Fu x Ae Pr% = 44.17 kips Welding: ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Trusses and Existing Beam 729.00 Ibs 121.97 Ibs 1.19 in 0.77 in 0.717 in 36.00 ksi 58.00 ksi 51.20 psf 729.00 Ibs 24.83 ft 5.50 ft 6.99 Kips 3.50 Kips ( per Side ) 57.33 ft 0.06 Kips 0.12 Kips 729.00 Ibs Using Angled 2 1/2" x 2 1/2" x 1/4" x 8.5" standing above the Steil Channel * x 11.5 Note : Angle will be weld to channel and bolted to Wood Joist with 5/8 thru Bolt Max. Allowable TensioniYielding = 0.9 x Fy x Ag Pn = 38.56 kips ( Case 1 ) okl! Connection length = 8.00 in (aprox ) 0.91 use 0.9 1.13 in ( Case 2) ok!! ( per Linear foot ) ( per truss ) ( per truss ) use (2) 1/4" x 2" between Angle and Channel 13 0+ 3 r 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type j Use: Uplift Horizontal Acceptance 2 ( 2) HGAM10 850.00 630.00 02 - 1113.05 Romanello Residence Connection Between Girder Truss and Beam Reaction H = Uplift = ARBAB ENGINEERING, INC. Consulting Engineers 0.00 Kips 602.00 Ibs ( per truss ) ( per truss ) Lateral interaction Horizontal Force + Uplift Force Horizontal Capacity Uplift Capacity 0.00 + 602.00 0.35 OK! 1260.00 1700.00 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Fax : 305 - 891 -0504 1 2 Uplift = -1004 Uplift = -602 Gravity = 494 0 cV ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 1 -11" 3 U 0 N 0 1- (n 0 LL 0 n ct 00 x N w Z 1 Sheet No. Project: Drawn By Date: File: Uplift = -729 12' -9" Uplift = -419 OF Romanelli Residence Uplift 04/20/04 / /romanelli residence /draw /uplift CD z Q w O L.- O O 8 JOIST NAILED 12" O.C. ALTER. TOP 3 & BOT 0 J w m w m U 7 O 0 r X w Uplift = -345 Gravity = 283 Use Conn. # 3 @ each side of the Girder Fastener Schedule No Type Seat / Header Straps / Truss UPLIFT N.O.A. 1 NVSTA16 (6)10dx11/2" (9)16d 1221.00 03- 0224.10 2 (2) HGAM10 (4) Wood Screw to Concrete (4) 3/16" Wedge Bolt to Truss 630.00 02 - 1113.05 3 Angle 2.5" x 2.5" x 1/4" x 8.5" Welded 1/4" x 2" (1) 5/8" thru Bolt & (4) 16d nails • Romanello Residence • • ARBAB ENGINEERING, INC. Consulting Engineers 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305- 891 -0504 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 Sheet No. 11 OF- 3'4 Project: Romanello Residence conn.w/ angle weld to Channel Drawn By. Date: File: 04/20/04 / /romanello/ /draw Angle 2.5" x 2.5" x 1/4" (4) 16d Nails Channel 8x11.5 Existing T.B. To be Reinforced Wood Joist 2" x 8" \-...5/8" thru bolt 5/8" thru bolt staggered Connection Between Existing TB & Wood Joist ARBAB ENGINEERING, INC. CONSULTING ENGINEERS I 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 Angle 25" x 2.5" x'1/4" (4 ) 16d Nails Channel 8x11 J5 Sheet No. Project: Drawn By Date: File: Wood Joist 2" 5/8" thru bolt Existing T.B. To be Reinforced OF _31 Romanello Residence conn.w/ angle weld to Channel 04/20/04 / /romanello/ /draw 5/8" thru bolt staggered Connection Between Existing TB & Wood Joist • • Romanello Residence Mmax = 26.00 ft-kips Vmax = 6.70 kips Sx = 16.28 in A= 6.76in ARBAB ENGINEERING, INC. Consulting Engineers Steel Beam Design Width Tributary = 13.13 ft DL = 459.38 Ibs /ft LL = 393.75 Ibs /ft Span = 15.50 ft Use (2) "C "8x11.5 Span Bending Stress = 19.16 ksi < 23.76 ksi ok!! Shear Stress = 1 0.99 ksi < 14.40 ksi ok!! Bolts : Yield IStrength = 36.00 ksi Bolt Diameter = 5/8 in Allowable Shear Strength = 14.40 ksi Acting Shear = 6.70 kips Bolt Area = 0.31 in N °I of Bolts = 2 Acting Shear Strength = 10.92 ksi ok!! • Use ( 2 ) 5/8" Thru Bolt staggered @ 12" c.c. let of 3'r 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • • C8X11.5 Area = 3.380 in ^2 WT = 11.521b/ft D = 8.000 in Bf = 2.260 in Tw = 0.220 in Tf = 0.390 in Ix = 32.60 inA4 Sx = 8.140 inA3 12x = 3.110 in Iy = 1.320 inA4 Sy = 0.781 inA3 Ry = 0.625 in K = 0.938 in X= 0.571 in oc- • • • L2 1/2X2 1/2X1/4 Area = 1.190 inA2 WT = 4.061b/ft D =2.500 in Bf = 2.500 in Ix = 0.703 in ^4 Sx = 0.394 inA3 Rx = 0.769 in Iy = 0.703 in ^4 Sy = 0.394 in ^3 Ry = 0.769 in K = 0.563 in Y = 0.717 in X = 0.717 in Rz = 0.491 in Y 0.717 2.500 < > X T 0.563 INPUT Beam Type = C 8x11.5 Beam Classification = C Total Length = 15.50 ft Unbraced Length = 2.00 ft Young's Modulus = 2.90E +07 psi Moment of Inertia = 32.60 in Section Moduilus = 16.28 in Ends of the beam are pinned. LOADS Uniform Dead Load = 459.4 lbs /ft Uniform Live Load = 393.8 lbs /ft Self Weight ,= 11.52(lbs /ft) OUTPUT Max. Moment= 26.0 ft -kips Max. Shear = -6.70 kips Max Deflection = 0.596 in Reaction R1'= 6.70 kips Reaction R2 = 6.70 kips Romanello Residence "C" Shape Steel Beam Design CODE CHECK BENDING STRESS = 19.14 ksi ALLOWABLE BENDING STRESS = 23.76 ksi, PER (F1 -1) ok! SHEAR STRESS = 3.807 ksi ALLOWABLE SHEAR STRESS = 14.40 ksi, PER (F4 -1) ok! Member is treated as compact. ARBAB ENGINEERING, INC. o 39 40.marsilitamm 131agiae s EB NUMBER : 4407488 PE No : 35464 11900 Biscayne Blvd., Suite # 508, North Miami, Florida 33181 Phone : 305 -891 -5049 / Fax : 305- 891 -0504 • SHEAR DIAGRAM MOMENT DIAGRAM DEFLECTED SHAPE BEAM SYSTEM ARBAB ENGINEERING, INC. Consulting Engineers Romanello Residence "C" Shape Steel Beam design a3 of 3/ Max. Shear = -6701 lbs Max. Moment = 2.60E +04 ft -lbs Max. Def. = 0.596 in Loads : n Wood Properties : Romanello Residence Width Tributary = DL = LL = L1 = L2 = Left Reaction = Right Reaction = x= Max. Deflection = Mmax = Mmax = Acting Shear Stress = . L1 b= 1.50 in d= 7.25 in Area = 10.88 in E = 1440000.00 psi Fb = 1056.00 psi Fv = 157.50 psi Ix = 47.63 in Sx = 13.14 in ARBAB ENGINEERING, INC. Consulting Engineers Roof Joist Design Using 2" x 8" @ 24" c.c. 1.00 ft 35.00 Ibs /ft 30.00 Ibs /ft 12.00 ft 2.00 ft 384.17 Ibs 530.83 Ibs 6.00 ft 0.36 13.62 in -kips -1.56 in -kips Using Southern Pine N° 2 48.79 psi « Using 2" x 8" @ 12" c.c. L2 X ( Positive ) ( Negative ) Allowable Bending Stress Allowable Shear Stress Acting Bending Stress = 1036.53 psi « 1056.00 psi 157.50 psi OK !!!! OK !M 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305- 891 -0504 MIAM1DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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 (MB). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami Dude 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 susend the use of such product or material within their jurisdiction. BCPRC 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 Bujilding Code. DESCRIPTION: Wood Connectors NVTP, NVHTA, NVSTA & NVHC. APPROVAL DOCUMENT: Drawing No. NU -1, sheets 1 through 2, titled "Truss Anchors and 5-Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29/00, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 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 mly be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 00 -0327.03 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 03 0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 Page 1 • Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawings prepared by Nu -Vue Industries, Inc., titled "Truss and Top Plate Anchors" and "Truss Anchors and 5-Way Clip ", drawing No. NU -1, sheets 1 and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. B TEST Test repo on wood connectors per ASTM D1761 by Atec Associates, Inc., signed and sealed by P. G. Read, PE. Report No. Wood Connector Direction Date 1. 03697.000 NVSA44 Down 11/27/96 2. 03697.0001 NVHC Lateral & Uplift 11/27/96 3. 03697.0001 NVBH24 Down & Up 11/27/96 4. 03697.000 NVHTA Lateral & Uplift 11/27/96 Test reports on wood connectors per ASTM D1761 by QCM Metallurgical, Inc. signed and sealed by F. Grate, PE. Report No. Wood Connector Direction Date 1. 6EM -1364 NVTP4 Uplift 07/17/96 Ili C CALCULATIONS Report of besign Capacities prepared by V. N. Tolat Product Model No. of Pages Date Signature 1. NVHTA 2 through 4 12/06/96 V. N. Tolat, PE 2 NVBH 5 through 5 12/06/96 V. N. Tolat PE. 3. NVSA 7 through 7. 12/06/96 V. N. Tolat, PE 4. NVHC 6 through 6 12/06/96 V. N. Tolat, PE 5. NV P 1 through 1 12/06/96 V. N. Tolat, PE. D STATEMENTS . 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N. Tolat, PEJ 2. No change letter issued by Nu -Vue Industries, Inc. on 03/17/03 and signed by M. R. Guardadot. E - 1 Candido F. Font PE. Sr. Product Control Examiner NOA No 03-0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 Product Code Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16d' Uplift Lbs. Fastener 10d x 11' L1 Lbs. L2 Lbs. NVHTA 8 14 8" 8 1935 8 2028 6 1617 1943 NVHTA 10 14 10" ' 10 2133 10 2133 6 1617 1943 NVHTA 12 14 12" 12' 2133 12' 2133 6 1617 1943 NVHTA 14 14 14" 14' 2133 14' 2133 6 1617 1943 NVHTA 16 14 16" 18' 2133 18' 2133 6 1617 1943 NVHTA IB 14 18" 20' 2133 20' 2133 6 1617 1943 NVHTA 20 14 20" 22' 2133 22' 2133 6 1617 1943 NVHTA 22 14 22" 24' 2133 24' 2133 6 1617 1943 Product Code Lumber Size Plate Gauge Dimensions A B NVTP4 2x4 20 3 - 5/8" 7 - 3/16" NVTP6 2x6 20 5 - 5/8" 8" NVTP8 2x8 20 7 - 3/8" 8 - 3/16" NVTP4H 2x4 18 3 - 5/8" 7 - 3/16" NVZp6H 2x6 18 5 - 5/8" 8" NVTP8H 2x8 18 7 - 3/8" 8 - 3/16" Fastener 8d Uplift Lbs. Fastener 10d Uplift Lbs. 6 800 6 968 8 1067 8 1200 10 1200 10 1200 12 1200 12 1200 • • Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs. 1) Minimum Nail Penetration 10d = 1.776" & 1.572" GENERAL NOTES: a) The approved products shall be made of galvanized steel conforming to ASTM A653 structural quality Grade 33 (min. yield 33 ksi) and a minimum coating of G90 according to ASTM A525. b) Allowable loads are based on National Design Specifications for wood construction 1991 Edition & 1993 Errata. c) Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species or conditions shall be adjusted accordingly. d) Fasteners are common wire nails, lag screws or bolts for single shear as showed and noted on the approvaL e) All tests were conducted in accordance with ASTM D -1761. f) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no other increase is allowed. Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. 1) Minimum embedment into concrete 4 ". 2) * number of fasteners can be reduced to 10 without lowering anchor capacity. 3) 3 Total number of fastener in both straps. 4) 4 Total number of fastener in seat 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note I under Fiveway Grip clip ( sheet 2) for combined loading. 7) Nails through chords shall not force the thus plate on the opposite side. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CONTROL DIYINON BUILDING CODE CCOMRIANCE OFFICES ACCEPTANCE NO. 69-0 32 �' • 03 2 0 VIPIN N. TOLAT, P.E. ( CWfl ) FL. RHO. # 12847 UPLIFT PRODUCT RENEWED ac cottp.rytta '.ln the Florida E'x bafies Mimi Dub Peedocl DMdna 10 Nu -Vue Industries, Inc. 1053 -1059 East 29 Sheet Hialeah, Florida 33013 (305) 694-0397 Fax (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet 1 of 2 Date: May 29, 2,000 Revisions: Product Code. Description Fastener Header Joist Allowable Loads Uplift LI L2 NVHC 37 5 way Clip 16 - 8d or 16 -10d or 16 -6d 12 - 8d or 12 -10d or 12 -6d 710 560 730 Product Code Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16d' Uplift Lbs. Fastener 10d x 1i " LI Lbs. 2' NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 NVSTA 10 14 10" 6* 1221 6 1221 6 1671 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 NVSTA 14 14 14" 9* 1221 9 1221 6 1671 1541 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 NVSTA 20 14 20" 11* 1221 11 1221 6 1671 1541 NVSTA 22 14 22" 12* 1221 12 1221 6 1671 1541 • • Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT Truss Rote d to C IP t ransfer uplift Pt t to botta. chord. %sift 1) Minimum embedment into concrete 4 ". 2) • number of fasteners can be reduced to 5 without lowering anchor capacity. 3) 3 Total number of fastener in strap. 4) 4 Total number of fastener in seat. 5) Nails are necessary in strap and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. Fiveway Grip Clip (520). They are designed from 18 gauge steel to secure rafter and trusses to wall studs or top plates and wall studs to sill plates. 4' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 2900 DA DY PRODUCT CONTROL DIVISION BUILDING LODE COMPLIANCE OFFICE ACCEPTANCE HO. nn_n37-�- .Q3�.Q�l_ 1) Combined load of Uplift with LI or Uplift with L2 must satisfy the following equation: Actual Uplift Actual Ll or L2 + < =1.0 Allowable Uplift Allowable LI or L2 2) For General Notes see Sheet 1. VIPINN. TOLAT, P.H. (CI FL REG. # 12847 • PLIFT PRODUCT RENEWED et c:rslilying nth do Fled& nuaa? Gals Ac.rn, N tco lki o 4 sited Dade Probed Cement Melded 8 L2 L1 Nu -Vue 1053 -1059 East 29 Street haleah, Florida 33013 (305) 694 -0397 Fax: (305) 694 -0398 TRUSS ANCHORS AND 5-WAY CLIP DWG #: NU -1 Sheet 2 of 2 Date: May 29, 2,000 Revisions • • M 1 A M I•DADE BUILDING COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Co. 703 Rogers Drive. Montgomery, MN 56069 SCOPE: yol 0P 3?' 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 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, i 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. BCPRC 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: Wood Connectors HGAM10 & SPTH APPROVAL DOCUMENT: Drawing No.1104 -02 & 1108 -02, titled "SPTH Series (Stud Plate Ties) & HGAMI 0 (Hurricane Gusset Angle), "with no revisions, dated 12/18/02, prepared by United Steel Products Company signed and sealed by R. W. Lutz, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dadc County Product Control Division. MISSILE IMPACTS RATING: None 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 1113.05 Expiration Date: January 16, 2008 Approval Date: January 16, 2003 Page 1 • • United Steel Products Company. A. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) DRAWINGS Drawing No. 1104 -02 & 118 -02, dated 12/18/02 with no revisions, prepared by United Steel Products Company, titled SPTH Series (Stud Plate Ties) & HGAM10 (Hurricane Gusset Angle) signed and sealed by R. W. Lutz, PE. B. TESTS Test reports on wood connectors per ASTM Caudel, PE & J. D. Lee PE. Laboratory Report Wood Connector 1. PTI # 02 -3928 SPTH4 2. PTI #; 02 -3929 SPTH6 3. PTI #' 02 -3930 SPTH8 4. TCT # 032153 HGAM10 Date 08/16/02. 08/16/02 08/16/02 09/23/02 C. CALCULATION Calculated Capacities prepared by Hughes Manufacturing, Inc. Product Model No. of Pages Date Signature 1. HGAM10 1 through 6 11/08/02 R. W. Lutz, PE. 2. SPTH Series 1 through 4 11/08/02 R. W. Lutz, PE. D. MATERIAL CERTIFICATIONS N/A D1761, signed and sealed by C.R. Direction Upward Upward Upward Lateral E. STATEMENTS 1. No Financial Interest letter issued by USP Lumber Connectors, dated 11/07/02 signed by R. W. Lutz, PE. 2. Code Compliance letter issued by USP Lumber Connectors, dated 11/07/02 signed and sealed by R. W. Lutz, PE. E -1 30 4F 3tr Candido F. Font PE. Sr. Product Control Examiner NOA No 02- 11113.05 Expiration Date: January 16, 2008 Approval Date: January 16, 2003 USP PRODUCT GA. DIMENSIONS FASTENER SCHEDULE ALLOWABLE DADS (lbs.) STUD UPLIFT W H L SPTH4 18 3 9/16 8 5/8 -- -- (12) 10d X 1 1/2 1060 SPTH6 18 5 9/16 9 3/8 -- -- (12) 10d X 1 1/2 1095 SPTH8 18 7 5/16 8 1/2 -- -- (12) l0d X 1 1/2 1280 By GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19Y OR LESS). ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. \ PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD. 1 5) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33% FOR WIND LOAD CONDITIONS. NO FURTHER INCREASE IS ALLOWED. UNITED STEEL PRODUCTS COMPANY 703 RUGERS DRIVE, PIQNTGOERY, NK 56069 PHONE (507) 364 -7333 NAME: SPTH SERIES (STUD PLATE TIES) DATE: 12/18/02 SHEET: 1 OF 1 DRAWING NO.* 1104 -02 oith the CG'S i' •ct Control Oivislnn ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. N❑, 55409 MDADE PRODUCT CDDE GA. FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) RAFTER/ TRUSS CONCRETE/ MASONRY (4) WS15 E WORD SCREWS w(4) 3/16 '0 WEDGE -BOLTS F1 F2 F3 UPLIFT HGAM10 14 1075 1110 630 850 • GE \ERAL \PIES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. J2) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATI ❑NS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER & MOISTURE CONTENT OF 19% OR LESS. ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. i 3) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD RAFTER & STUD. AND 1 1/4' INTO MASONRY WITH WEDGE - BOLTS. 1 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. • 3/16'0 WEDGE -BOLT WITH I 1/4' MINIMUM EMBEDDMENT. GROUT FILLED CONCRETE BLOCK (C -90) WITH 2000PSI GROUT WS15 MANUFACTURED BY USP WITH F = 217,000 NE WEDGE BOLTS BY POWERS FASTENERS, INC. NAME: HGAM10 DATE: 12/18/02 SHEET: 1 OF 1 WS]5 WOOD SCREWS DRAWING NO.: 1108 -02 A fern ?z1 bs complying with the i is r'.:ra M 'ode 0 11Co J ■ 0 211e r,:5 i`rar)uct Control Division PSI & 1/4D X MINIMUM 1 1/2' LONG. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MR 56069 PHONE (507) 364 -7333 (HURRICANE GUSSET ANGLE) ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 REVISIONS: MDADE • The expense of such testing will be incurred by the manufacturer. / M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hilti, Inc. 5400 S. 122nd E. Ave. Tulsa ,OK 74146 ACCEPTANCE NO,.: 01- 1001.03 EXPIRES: 11/04/2006 APPROVED: 12/13/2001 33 of 3 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2908 I'RoIUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -0339 Your application for Notice of Acceptance (NOA) of: Hilti Kwik Bolt -II Concrete Expansion Anchors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and corrtpletely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product Or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 \s045000I \pc2000\ \templates \nonce acceptance cover page.dot Internet mail address: postmasters ,buildingcodeonline.com I Homepage: http : / /www.buildingcodeonline.com NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2- EXPIRES: 11/04/2006 34-I D-F- 37 Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 APPROVED: DEC 1 3 2C01 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.13 which was issued on 01/20/99. It approves concrete anchors as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Hilti Kwik Bolt II shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 003- A,(titled "Hilti Kwik Bolt II Mechanical Expansion Anchor for concrete and Masonry Elements ", prepared by Hilti, Inc. dated 11/12/98 with no revisions, sheet 1 of I, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMLTATIONS 3.1 Allowable loads are for 3000 psi compressive strength Concrete and Grout Filled Concrete blocks per ASTM C90. 4. INSTALLATION 4.1 The concrete anchor shall be installed in strict compliance with the installation instructions published by Hilti, Inc. 5. LABELING 5.1 Each concrete anchors shall have a mark identifying the manufacturer and each box of anchors shall have a permanent label !with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division • Hilti, Inc. ACCEPTANCE NO: 01- 1003.01 • • APPROVED: DEC 1 3 2001 EXPIRES: 11/04/2006 35 0f- 3'7 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changcs; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application, with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory perfgrmance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done; in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- • Hilti, Inc. • C CALCULATIONS: N/A El ACCEPTANCE NO: 01- 1001.03 APPROVED: DEC 1 3 2001 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) 3(0 oP a'7 A DRAWINGS: 1. Drawings prepared by Hilti, Inc, titled "Hilti Kwik Bolt II Mechanical Expansion Anchor for Concrete and Masonry Elements ", Drawing No: 543- 003 -A, dated 11/12/98, sheet 1 of 1, with no revisions, signed and sealed by T. E. Lunn, PE. B TEST: 1. Test Report on Corrosion testing of fasteners prepared by Center for Applied Engineering, Inc., Job Number 257322 -PS, dated 07/10/95 and signed by D. M. Moyer. 2. Test Report on Static Tension and Shear prepared by Southwest Inspection & Testing, Test report NO. QA8001B, dated 06/19/98, signed and sealed by R. L. Hess, PE. D MATERIAL CERTIFICATIONS: N/A E STATEMENTS: 1. Letter of No financial Interest, prepared by Hilti, Inc., issued on 08/13/97, signed by T. Lippert and notarized on 08/15/97. 2. Letter of No change issued by Hilti, Inc., on 11/15/2001 and signed by T. Haanen. Candido Font, PE, Sr. Product Control Examiner Product Control Division • • • DESCRIPTION : HILTI Kwik Bolt II is a stud type expansion anchor with a single piece wedge which expands in concrete and CMU when torque is applied. They are supplied with a nut and washer. MATERIAL CHARACTERISTICS: Carbon steel studs conform to ASTM A510 with chemical composition of AISI 1038. Wedges arer manufactured from AISI 1010 carbon steel. Nuts are carbon steel conforming to ASTM A563 Grode A and meet dimensional requirements of ANSI B18.2.2. Washers are mode from carbon steel conforming to SAE 1005 -1033 and meeting dimensional requirements of ANSI 18.22.1 Type A plain. DESIGN VALUES : Dia. Min. Embed. (in.) (in.) 1/4 2 3/8 2 -1/2 1/2 3 -1/2 5/8 4 3/4 4 -3/4 1 6 GENERAL NOTES : 3000 psi Tension Shear CMU Grouted Tension Shear 587 544 - - 1154 1311 753 1288 2041 1962 1117 2268 2925 3826 1629 2850 3687 5782 - - 5460 10379 - - 1) Design values in pounds ore equal to ultimate load divided by 4. 2) Edge distance shall be 1.5 times the minimum embedment and center to center distance shall be 2.0 times the minimum embedment. 3) Anchor installation shall be made in accordance with Hilti's published instal— lation instructions in the Product Technical Guide. APPROVED AT COtd?LTll6 Willi ENE SOME FLORIDA 11111181116 CODE DATE DEC 1 , 2001 e PRODUCT OL DEMON BUILDING CODE COMPLIANCE of ACCEPTANCE N0.Ot— k0C> t .0 q ENGINEERING P 0 Deb 1510 z xao w wearer 1 . N Rt 501 xmem PAIN BRACE Pl. 53406 -J OM (561) 650 -6466 FAX (561) 6315-4163 /WOW mime HILTI, INC. PO BOX 21148 TULSA, OK 74121 HILTI KWIK BOLT II MECHANICAL EXPANSION ANCHOR FOR CONCRETE AND MASONRY ELEMENTS REVISION DATE: DATE: 11 -12 -98 DRAWING 543 -003 —A SCALE: 1" = 1" SHEET NO. 1 OF 1 FOR OFFICE USE APPROVED AS COMPLYING WITH THE ;OWN FLORIDA BUILDING CODE PRODUCT CONTROL 010.) ON 3UILDINO CODE COMPLIANCE OFFICE ACCEPTANCE 40 9Q -cCo t. 13 e • • FEB -24 -2003 09:35 Jb3 ^ MIA M!DADE • air The expense of such testing will be incurred by the manufacturer. APPROVED: 10/11/2001 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 tv1lA '1I -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING RUILDING CODE COMPLIANCE OFFICF. vIE RO -DAOli FLAGLER BUILDING 1-0 %VEST FLAMER sTittr:rr. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 - 2701 FAX (305) 375-290S cONTRAc -ron LICENSING Si: - rION (305) 375-2527 FAX 130513 CONTRACTOR F:NFORCF:.\IF :sT DIVISION (305) 375 -2966 FAX (305) 375 -2905 I'ItODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Noticc of Acceptance (NOA) of: Series "L - 3000 Impact Nall" Aluminum Window %VaI1 System - Impact Resistant ✓ under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0619.01 / EXPIRES: 10/11/2006 ,/ Raul Rodriguez Chief Product Control Division THIS TS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC .AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVTEW COMMITTEE This application for Product Approval has been reviewed. by the BCCO and approved by the Buitdine Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Mialtl -Dade Couniv fiuitdin!� Code Compliance Office 0 Ps0450001tpc10001\cemplaces '.nonce xceponce cover page.doc 'r, Internet mail address: postmaster ehuildingcodeonline.com e , Hornepage: http : / /www.buildingcodevnlinc.com • FEB -24 -2003 09:35 954 724 9637 Arch Aluminum & Glass Company 4 ACCEPTANCE info.: A1'PROVi;I) 1 \TIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7J4 r Gv 70.) r r . 17 1441 -_. �!�i✓ 01-0619.01 OCT 1 1 2001 OCT 1 1 2006 1. SCOPE 1.1 This approves an aluminum window wall system as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFi3C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in thc approved drawing. 2. PRODUCT DESCRIPTION 2.1 The Series "L -3000 Impact Wall" Aluminum Window Wall System — Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No. W01 -27, Sheets 1 thru 7 of 7, titled "L -3000 Aluminum Window Wall System," prepared by Al- Farooq Corporation, dated 5/25/01, last revised on 8 /30 /01,signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawing. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum window wall system. limited only to thc maximum height (span) and mullion spacing_; for the Design Pressure Rating shown in approved drawing. 4. INSTALLATION: 4.1 The aluminum window wall system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the loilo vinu: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies or the approved dr: in!_s. as identified in Section 2 of this Notice of Acceptance. clearly marked to show the components selected tor the proposed installation. • 6.1.3 Any other documents required by the i3uiidin�t Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 'f:.inu Perez, l'.E.. Product Col _x:ti mer Prodt et "trot Division r • FEB -24 -2003 09:36 954 724 '*,Sr Arch Aluminum & Glass Company ACCEPTANCE No.: APPROVED EXPIRES 7J4 fL4 7LJ1 1 LV 01- 0619.01 OCT 1 1 2u01 OCT 1 1 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami -Dade County Product Control Approved ". or as specifically stated in the specific conditions.of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal ot'this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed. then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I , 2 and this last page 3. Mani, Pe •z, I'. E., Product Contrt-rf •xaminer Prod ontrol Division END OF THIS ACCEPTANCE 3 54' 57 60' 63' 66' 69" 72' 75 A - 1 0ES1C9 1050 CAPACITY - PSF EXTERIOR (•) AN _1OR ( -) ANCH A -6 1000 100.0 4 / C -4 100.0 NOMINAL 01415. MOTH (w) FRAME •010147 36' 39' 42' 36 39' 42' 45' 48' 51' 54" 57' 60' 63' 66' 69 36' 39' 4 45' 48' 51' 54' 57' 60 63' 66' 36' 39' 42' 45' 48' 51 54' 57' 60 63' 36' /7" ., 9' 42' 45' 46' 51' 54' 57' 60' 96' 102' 109' 114' 120' 90.5 100.0 1000 100.0 1 00.0 100.0 .100.0 100.0 99,1 100.0 100.0 400.0 94.4 100.0 100.0 90.3 1000 1uy.R _ 100 86.0 100.0 100.0 036 100.0 5.2 1000 61.1 79.6 100.0 100.0 92.2 e96 100.0 1 00.0 76.8 75.1 73.6 03.3 100.0 100.0 100.0 72.3 100.0 92.1 100.0 71.7 100.0 80.9 100.0 100.0 r 100.0 100.D 100.0 97.0 100.0. 4000 400.0 91.6 100.0 100.0 100.0 67.3 1000 99.2 100.0 63.4 100.0 94.8 100.0 00.0 100.0 90.9 400.0 77.1 100.0 87.6 100.0 74.5 700.0 84.7 100.0 72.3 100.0 82.4 100.0 70.3 100.0 79.9 400.5 66.6 1000 77.9 100.0 67.0 100.0 76.2 100.0 03.4 100.0 97.1 100.0 81.1 100.0 92.2 100.0 77.4 100.0 81.0 100.0 74.2 100.0 64.3 100.0 100,0 01.1 100.0 66.9 100,0 79.3 100.0 66,7 100.0 75.8 100,0 64.6 97.2 73.6 100.0 63.1 94.6 71.7 100.0 90.3 100.0 100.0 100.0 94.7 100.0 96.3 100.0 79.9 100.0 90.0 100.0 75. 100.0 86,2 100.0 72.3 100.0 62.1 100.0 69.7 100.0 79.6 100.0 66.5 99.7 75.5 100.0 64.1 96.1 72.6 100.0 61.9 92.9 70.4 100.0 60.1 90.1 08.3 100.0 55.0 1000 96.6 100.0 79.7 100,0 90.5 100.0 75.1 100,0 1553 100.0 71.2 100.0 00.9 67,8 100.0 77.0 100.0 100.0 64.8 62.2 93.2 97.2 73.6 70.7 100.0 100.0 59.9 09.8 68.0 100.0 57.6 167 65.7 100.0 NOMINAL D1745. MOTH (115) FRAME HEIGHT ANCHOR TYPES A -4 A -6 8 -2 / C -2 8 -4 / C -4 36' 39' 4 2' 45' 46' $1 . 54' 57' 36' 35' 4 2 • 45' 48' 51' 54' 36" 39" 42 45 ' 48 ' 51' 36' 39' 47' 45' 441 126' 137 136' 144' DESK9 LOAD CAPACITT - Psr EXTERIOR ( +) AND DROOP ( -) 60.3 75.7 70.8 67.0 63.6 60.9 50.4 56.2 76.1 71.2 67.0 63.4 60.2 57.5 55.1 72.3 67.6 63.5 60.1 57.1 54.4 6611 64.3 60.4 57.1 54.2 100.0 100.0 100.0 100.0 95.6 91,4 67.6 84.3 100.0 100.0 90.3 86 2 57.6 100.0 100.0 93.9 67.7 52.2 77.4 66.5 69.0 627 77.2 72.3 91.3 85.4 80.5 76.2 72.5 6t2 66.4 63.8 06.5 60,9 76.1 72.0 66.4 65.3 62.6 621 76.0 72.2 68.3 6421 61.6 76.2 73.1 68.7 64.9 61.6 .0 .0 A 0 100. 100.0 96.0 90.9 100.0 100.0 100.0 15.0 100.0 100.0 93.9 83.4 63.5 100.0 100.0 93.9 87.7 82.2 77.4 96.5 69.0 62.7 77.2 71.3 1 3/4' ANCHORS TYPO 8 -2. C -2 1 3/4' ANCHORS a -4. 6-4. - (2) ANCHORS TYP, 'A' A A-6 - (3) ANCHORS TYPE A -4 D -2 . (1) ANCHOR TYPE '8' A 0 -4 - (2) ANCHORS TYPE '8' C -2 - (1) ANCHOR ran. 'C' A C -4 (2) ANCHORS TYPE 'C' ALL OTHER ANCHORS TO 80 SPAC TYPICAI._1NC)IORS: 1../4' DIA TAPCT)NS INTO W000 STRUCTURES WITH I -3/4' MIN. PEHET THRU W000 BUCKS INTO WITH 7 -1/4' MIN. EM8E0 8) I/ 4' OIA TAPCONS DIRECTLY INTO MASONRY WITH 1 -1/4 MIN. EM8E0 1 w1 1 W2 1 WI 1 WIDTH (W) + 2 WI PROTH (w) W7 WI + W2 WI 2 4 R$1 } 9RERMEOOITE HORIZONTALS 0P110■51. ALL ELEVATIONS WIDTH (w) a WI + W2 2 U5E OADE C0UNTY APPROVED 00095 WIDTH (w) - W I + W2 2 3' -4 C -4 (Age. ca. 141M-0U14 F41000 ry. '.:T,N[5 16337 SEP 0 7 20C1 1 3/4' I3'I3'I 1 3/ 7 EACH SIDE OF 141.11,0074 T EACH 510E OF MULLION EACH 510E OF MULLKN , r EACH SIDE OF 141)1.1014 EACH SIDE Or 4 4ULUON T EACH 510E 00 MULUON ED AS PER ELEVATION. SEE ELEV. FOR SPACING t4110N INTO W000 MASONRY INTO MASONRY INTO MASONRY C) 17 4 °-- 00 SAP IUr Icai 50321 S INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8 MIN. THICK.) STEEL : Fy . 36 K5I MIN. ALUMINUM : 6063 -T5 MIN. Atic110R5 TYPE A - 6 3'`3 - I • •93. .05 «10TH (w) WI + W2 2 1 3/ A+7.104E0 AS CO5O'L5INO x4784 THE SOUTH F`0F00A 8ULa140 CODE 0:7 Q T I(1t cr =200' f Cr 11CC1 ENVISION 91.13. " ) CO517l1ANcE 0. •.- IAKE 110 Cat- Q5, % O( U ET l C J dro -ing n. • WO1 -2 (_Shsel3 of _ 1 c 102' 105' 108" 114" 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 117' 120' 123' 126' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.4 77.5 75.I 100.0 100.0 83.4 76.6 129' 100.0 100.0 100 0 88.3 80.7 74.2 132' 100.0 100.0 100.0 86.8 79.2 135' 100.0 100.0 1000 90.6 78.0 138' 100.0 100.0 96.6 69.2 78.6 141' 100.0 100.0 97.3 87.9 144' 100.0 100.0 95.8 063 0.1. OPNC, N ._1 J6" 39" 4 r�\ x J 0 4 1 51 0.1. OPNC. '410114 (w) 54' 57' • 9/16' OVERALL LAUINATED CUSS LOAD CAPACITY - PST 1 63' 69' 72" 75" 78" 9/16' OVFRAtI IAMINATED GIAS$ FARCE u155'IE wPACT RESISTANT TAMERS NOT RE0T111E0 Env.. OR. 0J1M10U11 T44003 011'X41410 ti. P! # 1 035 7 SEP 0 7 2001 8 1 Oro.tn9 no. wo1 -27 4PROVE0445,0 M 1,11m 44v1T11111E intie 1 1 1 t0 L Wr70E C; :E • Pcc Jr cCvl'not MR51011 6Cl CCCE C0.• OFPCE 7 .4 z W O Fu : a o ° o ab O N Uo: 2 n n o a 3 > o <a o Q In 0 6 a ;Iz C4 W '4 r >< 2 f Sheet 2 Of 6 I • vi ii s s = ) , 102' 105' 108" 114" 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 117' 120' 123' 126' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.4 77.5 75.I 100.0 100.0 83.4 76.6 129' 100.0 100.0 100 0 88.3 80.7 74.2 132' 100.0 100.0 100.0 86.8 79.2 135' 100.0 100.0 1000 90.6 78.0 138' 100.0 100.0 96.6 69.2 78.6 141' 100.0 100.0 97.3 87.9 144' 100.0 100.0 95.8 063 0.1. OPNC, N ._1 J6" 39" 4 r�\ x J 0 4 1 51 0.1. OPNC. '410114 (w) 54' 57' • 9/16' OVERALL LAUINATED CUSS LOAD CAPACITY - PST 1 63' 69' 72" 75" 78" 9/16' OVFRAtI IAMINATED GIAS$ FARCE u155'IE wPACT RESISTANT TAMERS NOT RE0T111E0 Env.. OR. 0J1M10U11 T44003 011'X41410 ti. P! # 1 035 7 SEP 0 7 2001 8 1 Oro.tn9 no. wo1 -27 4PROVE0445,0 M 1,11m 44v1T11111E intie 1 1 1 t0 L Wr70E C; :E • Pcc Jr cCvl'not MR51011 6Cl CCCE C0.• OFPCE 7 .4 z W O Fu : a o ° o ab O N Uo: 2 n n o a 3 > o <a o Q In 0 6 a ;Iz C4 W '4 r >< 2 f Sheet 2 Of 6 I SERIES L -3000 (INTERIOR GLAZED) ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION W(TN MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. WINDOW WALL SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS STRUCTURE 13 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETATLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL ORESSINC OR STUCCO ALL STEEL IN CONTACT WITH ALUMINUM TO BE PALMED OR PLATED. 2 A 3 1/2' MAX. TYP. J L AT HEAD/SILL CORNERS 0.l OPC. SCE SHEET 2 i • 0.L OPC. SEE SHEET 2 ANCHORS TYPE A. B OR C ' TYPICg1 ELEVATION 1. 2 OR 3 AT EACH SIDE OF MULL= - SEE SHEET .3 INST13UCT1ONS; USE CHARTS AS FOLLOW!. SiFP t DETERUWE DESIGN LOAD REQUIRED PEA ASCE 7. FOR PARTICULAR OPENMNG. STFP 2 SEE CHART OH sscEr 2 FOR DESIGN tog) CAPA.C(Tf OF DESIRED CLASS S12E. STEP 3 SCE SHEET 3 FOR ulAtmN LOAD OtACRAMS TO ESTABLISH MULLION SPAN ANO AVERAGE WIDTH (w). USING CHART ON SHEET 3 SELECT ANCHOR OPTIONS STFP 4 WTM DESIGN RATING MORE THAN OERCH LOAD SPECINEO M STEP 1 ABOVE. x 0.l OPC. SET SHEET 2 15' MA%. TTP. AT HEAD/SILL USE ALIAi REINFORCING FOR LENGTHS GREATER THAN 59 IN. 09. M M*'..IM 'AMMO SRUC1ua(5 F1A PE / 13537 SEP 7 2001 APPROVED AS COMPLYING PA 111 THE W u M � tf on 00W DCE AL' j LinFAK PRCOU T C • 11301. OFn BU0.0Y... CCOE COMPLUNEE OFFICE ACCEFIk.NC Hon\ - (1.0l �, I f ,,,,, 0 0 ,; % ,. 9/16" OVERALL LAM. GLA55 MISSILE IMPACT RESIST.) - J 1 l 1 i%: , 1 F ^ Y QDRQ I T I i ? �2 • // I F 1, , J CY W W N 1 • / /j / / O /, .' - r �cc SERIES L -3000 (INTERIOR GLAZED) ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION W(TN MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. WINDOW WALL SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS STRUCTURE 13 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETATLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL ORESSINC OR STUCCO ALL STEEL IN CONTACT WITH ALUMINUM TO BE PALMED OR PLATED. 2 A 3 1/2' MAX. TYP. J L AT HEAD/SILL CORNERS 0.l OPC. SCE SHEET 2 i • 0.L OPC. SEE SHEET 2 ANCHORS TYPE A. B OR C ' TYPICg1 ELEVATION 1. 2 OR 3 AT EACH SIDE OF MULL= - SEE SHEET .3 INST13UCT1ONS; USE CHARTS AS FOLLOW!. SiFP t DETERUWE DESIGN LOAD REQUIRED PEA ASCE 7. FOR PARTICULAR OPENMNG. STFP 2 SEE CHART OH sscEr 2 FOR DESIGN tog) CAPA.C(Tf OF DESIRED CLASS S12E. STEP 3 SCE SHEET 3 FOR ulAtmN LOAD OtACRAMS TO ESTABLISH MULLION SPAN ANO AVERAGE WIDTH (w). USING CHART ON SHEET 3 SELECT ANCHOR OPTIONS STFP 4 WTM DESIGN RATING MORE THAN OERCH LOAD SPECINEO M STEP 1 ABOVE. x 0.l OPC. SET SHEET 2 15' MA%. TTP. AT HEAD/SILL USE ALIAi REINFORCING FOR LENGTHS GREATER THAN 59 IN. 09. M M*'..IM 'AMMO SRUC1ua(5 F1A PE / 13537 SEP 7 2001 APPROVED AS COMPLYING PA 111 THE W u M � tf on 00W DCE AL' j LinFAK PRCOU T C • 11301. OFn BU0.0Y... CCOE COMPLUNEE OFFICE ACCEFIk.NC Hon\ - (1.0l �, • • TYPIC.V. ANCNORS SEE CLEV. FOR SPACING • • o • . �II • .. a • Ft'PICN. ANCIKIRS SEC ELLV. FOR SPACING 18Y OR 2BY WOOD BUCKS • al I TYPICAL ANCHORS SEE ELEV. FOR SPACING META*. STRUCNRE 1/8' MIN THICKNESS REDO. FOR SPANS LARGER THAN 59 IN. W000 BUCKS NOT BY ARCH ALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH OOW CORNING 995. FRAME CORNERS SEALED WITH DOW CORNING 999. Epr. OR, MUW.TOUtI coca; STRUCTURES A.A. PC t6S57 l •.TAO:ED AS COURT WO van' THE SIPITN F• U OE 00 'C • 1TRCR 01VJ5K I r • 2U . C, OC°. c lJ NCEO FICE SEP 7 200 :OOI c't.QI a L, 0 0 drag: q - WO 1 -2; C :Neel 4 of - • fi • SCE DOOR NOA FOR DOOR RATING /W0 OETNLS L -'J rLr-r • Engr. DR, RU*AvOU.. •.8000 sTRIx1URCs M PC 11557 SEP 07 201 • SEE 000R RCA FOR 0008 RAMC AiO DETAILS u V — L r1 1 1''+ ` eJ; A AS COUP RIG .11 14 rH SO01H= at O:,E O L?"'� 1 By PROD' ..r ONTROI ORA BUR CODE CGipUANCCL FOCI ACCERTARCE NOUICIL7 Cf 0 I • SHEAR BLOCK 730 2 50 --I L.125 FRAME INTERMEDIATE MULUON r .9661 x2.045 1.250 .906 ___1 3.939 ---I REINFORCEMENT ∎ -.250 1 1.250 - � IT `1 1.125 2.750 1.725 ALT. FRAME HEAO /SILL /JAMB ALT. FRAME I TERMEDIATE MULLION 1.125 E 1 1 CLA2ING STOP (9/16' CLASS) .739 WEDCE -1N CASKET • MATERUI.S UST REM N0. PART MUM0ER QUANTITY 1 DESCRIPTION 3001 AS REOD. IMAM HEAD/5 U. /.M 00 MATERIAL MAN?. /SUPPUER /REMARKS 0053 -11 ARCH HAM 6 CUSS CO. 3011 1 3002 2A 3013 3 3003 4 M -3004 5 6 -63 6 3004* 7 / 12 -14 x 3/4' 6 1/6 -20 x 1 -1/2' 9 M7100 AS RE00. ALTERNATE FRAME HEM /SOLL/AAM5 AS MOO I INIERMEOIAIL MUWON AS REED. M RE00. IW 1/ COER AS MOD. 1/ UUUION 2/ GONER 2/ CORKER ALTERNATE N2ERMEONTE WWON CLAZINC STOP (9/16' GLASS) SHEAR BLOCK 01AZIMC CASKS LMMIM A9R RCPIFOI1CT34CNT FLAT HEAD T FTIN THREAD CUC SCREWS PAN HEM MACNNE SCREWS ADIQSNE rWM 749E 6063 -76 6063 -16 6063 -19 6063 -T6 6063 -15 EPOM 70 25 6003 -T5 ARCH HUM 6 CLASS CO. MG, KMM 6 CUSS CO. ARC,/ HUM 6 CLASS CO. MCH KUM 6 CLt5S CO. ARCH Kum * CUBS CO. UNNER0AL RUBBER CO. NORTON AM FRE CORNER HEAD & SILL INTER. HORIZ. MULLION U9 OR. M7w0OW414000 1R StIC'1UR03 RA vi 16557 ' % 1 SEP 0 7 ZOei 6 APPROvEO AS COMPLYING MAIN 1)14 SOUTH ELOROA 006.DN6 o *r 6T • • ONEROL 01MI51011 e1ALOM1c COOS COMPLIANCE r • • MI: ACCEPIAMCE ROQA'(KD1 CT 01 � • r L r ( drorin9 f1C . WO1 -2 A 511/el or E 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -637 Printed: 6/15/2004 Applicant: MADELEINE Owner: ROMANELLO JOB ADDRESS: 29 NE 96 Contractor SARABANDA INC. Local Phone: 4w Parcel # 1132060130830 Signed: Building Permit ROMANELLO MADELEINE ST Page 1 of 1 Contractor's Address: 160 NE 99 STREET Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 6 LOT SIZE 100.000 D Fees: Description Amount FEE2004 -6141 Building Fee $570.00 FEE2004 -6142 CCF $11.40 FEE2004 -6143 CO /CC $50.00 FEE2004 -6144 Training and Education Fee $3.80 FEE2004 -6145 Technology Fee $14.25 FEE2004 -6146 Scanning Fee $30.00 FEE2004 -6147 Builders Bond $300.00 FEE2004 -6148 Structural Fee $50.00 Total Fees: $1,029.45 Total Fees$1 0.4 Total Receipts: $0.00 3Retki kkk Permit Status: APPROVED Permit Expiration: 11/9/2004 Construction Value: $19,000.00 Work: REPLACE CABINETS, RELOCATE DOORS, RAISE & REPLACE 200SF OF ROOF IN FAMILY ROOM REPLACE ROTTED WOOD (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): City /1/4-Ht t S (0 e- State 7 $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village • Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 -2.-E ► AI& s k0A 4A1 rr1—L 2 Phone # Owner's Address 2 9 N �6 �' S% �� r Permit No. Zip 3 3 > 3 J Tenant/Lessee Name Phone # Job Address (where the work is being done) tog ( /v(--- 96 1- .S' 7 City Miami Shores Village County Miami -Dade Zip 3 3 / 3 Is Building historically Designated YES NO Contractor's Company Na me X24 t3 4I - A D' / AC C-- Phone # 3 05 2 d 2. `� / 3 / Q 3 Contractor's Address / 6 0 /VE- / 1 A S 7E-& 7 City /i /4-r Sf '&? State ' 7 Zip 3 3 / 3c Qualifier 1 11 / D fr 4 Y 4- © Architect/Engineer's Name (if applicable) Y//1 c/1/ / / Phone # 3° S 9 2 26.6'2 /7/ 00 Square Footage Of Work: Type of Work: ❑Addition [Alteration ❑New J Repair/Replace El Demolition Describe Work: ie& -C C /AcC oG 4 /' AL//4-1VC C- f /'V c ?/$T. K/% C" e'✓ k& oC,4 -?"6- e_i__ osc 20Gx. s i4 s 6- o - "c-& 4-CE CG CI= eJ f- A00 . //✓ �4i /<.`T /eoaa/ti. / /e 6/ /r/ ?c- 4,/a iv D r S'o t /?J' $ 4/6 . --iv 7/ 4 &- OnC 52 oo vYC r2ij4 2Y/ (X- It//v •00./ S * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ a00 • W Permit Fee $ 570 - CCF $ /11 i' T// CO /CC .©""' Notary $ ` — ,r� Training/Education Fee $ 3 6O Technology Fee $ Scanning $ 5l/ Radon $ 'r' Zoning Bond $ 3 Code Enforcement $ Structural Plan Review. $ ,S() •06 'fi 25toa 2S0 00 �L oZ9a. MAY 1 2004 bpzaxq- 637 3O 2 - k _ 2 3 . 3 Bonding Company's Name (if applicable) y Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs even (7) days after the building permit is•issued. In the absence of such posted notice, the inspection will not be approv and einspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Cho 12/15/03 Owner or Agent The foregoing instrument was acknowledged before me this day of 1 13, 20 0 , by A NNAte RPM gne,(,Lo who is personally known to me or who has produced APPLICATION APPROVED BY: As identification and who did take an oath. 5 J M4 da ' ' H r-TA g 2-40 Contractor The foregoing instrument was acknowledged before me this I day of MA { 3 , 20 O 4, by AT/NA M • lZO $4aM dip who is personally known to me or who has produced (Certificate of Competency Holder) J L- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: S ea My Commission Expires: JUN 142004 .' TA S ∎v4 1 mot et ar Zerb %,z- wie* ** *'* My Commission CC959465 ?ans Expires August 8, 2004 * * * * *.rt *Asswet1 hiiP************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * My Commission CC959465 '•, „ „.• Expires August 8, 2009 State Certificate or Registration No. G C f 5 0 70 0 0 Certificate of Competency No. a Zq t g ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT, TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 141,191/. 5 fto,e C-1 .5t< C I ,1' D I e t o -?-0 Lo7S (5 a< / ' /3LK / / j o< / — / 2? 2. Description of improvement: 4/t C• - r4 - 7 1 7 - 7 •0e007 / Interest in property: 0G✓ (o/v T/e/FC 7doe_ 4. Contractor's name and address: a. q / 9 6 ` 5 4_07 S/ ZG ( O O . doo X . 2g /vE '37 4`0o s �' / NE- ga kr T'C�6✓ 3. Owner(s) name and address: PA DCl-C—/^'E• /e d ,t o-AP-6--4-Ld /( sT /r /' 7/ s , 1 7z-33I Name and address of fee simple titleholder: , t!i4 D F LC / A ' & /e0 A44-rv - LO 54 -1(14 B 4- - boo- /NL /6 0 ME '7 S o/2.6rd. L &T • 5. Surety: (Payment bond required by owner from con �cto ak) �cr r ",r! /s a nue c r e Name and address: da or Co 20 Amount of bond $ WI r, ' • • 6. Lender's name and address: HARM''; ;: 7. Persons within the state of Florida designated bp,Owner upon whom notices or other documents may •e sery :. as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different •;'e is ' ified) Sig ature of Owner Print Owner's Name/' ->''' — /e(/ A. L-,? Prepared by 14' Kett C -e-4.. �yvnr'U - , Sworn to and subscribed before me this !S day of Notary Public Print Notary's Na e My commission expires: 123.01 - 52 PAGE 4 8/02 M 0 0, 4. Jaswant Makhija * * My Commission CC959465 •'►nr Expires August 8, 2004 20 t', 1111111 11111111111111111111111111111111111111 CFN 2004R0476668 OR Bk 22394 P9 1970; (199) RECORDED 06/15/2004 13:22:28 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA ' LAST PAGE ?-3 3) N ,k g C004, Address: /40 Ne /4141;'/ 544E 1�1� mi Shores Village u RECEWW juN 0 BUILDING PERMIT APPLICATION FBC 2001 S Value of Work For this Permits v Total Fee Now Due $ (Continued on opposite side) lding Department eoft.4 0 N .2nd Avenue, Miami Shores, Florida 33138 Tc (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit N Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) li - - _ ) /v t i le_01A,A1V 14 Phone # 3 U 5 2 P-2 / 3 3 Owner's Address 2 9 N6- / 6 .Y i 4. C e.= City ,f /4 / S /fC"//C - S State f Zip 3 3) 3 J Tenant/Lessee-Name Phone # Job Address (where the work is being done) c2 l A 96"' s City Miami Shores Village County Miami -Dade Zip 3 3 / 3 2' Is Building Historically Designated YES NO Contractor's Company Name S4 13 /V / AcC- Phone # 3 05 '2 22- ° / 33 Contractor's Address /6 0 /Y 9 I S •7 & 7 City /'7/411/ r1+0/ee--6' State 7' L Zip 3 3 / 38' Qualifier H - 0 /44-/v-C-1, 4 :- C) Architect/Engineer's Name (if applicable) c.:/ / I S'/ / // Phone # 0 5 Square Footage Of Work: Type of Work: ['Addition N'Alterition ❑New X Repair/Replace 0 Demolition Describe Work: /E < 6 /tv'&7 S . 4- /°/ /A-AiC C-J' /N E-> ? /C/ % CjfF /v ie& /- OCA-T6- O f c -7 ooale_ si Gtr * / s C— p ie&A. --C & _ADC sy— `J ,Q.Oo t /N 4 7/I. /( / , E/ E- /&'7 --C"C ,✓ '/a c/ ,j :Af .Cos - t - 7:c 0 4/6—A/ 7/ I-- 6 OAr . ao /2 oYFti/ X2@4— >,0,e 0 . ‹ .2 ti/i/v Doti/ s , * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee S a 50 Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning d Bond $ Code Enforcement S Structural flan Review. $ 510 7`J2 = %leZrt4:2 Bon ling Company's Name (if applicable) Bonin. , �'nzny's Address City ' State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A .NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. A lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs even (7) days after the building permit is •issued In the absence of such posted notice, the inspection will not be approvfl anddeinspection fee will be charged. Signature 4 7 - ' � Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ell 13, 20 04, by AONAl�• 2, nn 4 /1e,LL , day of M 1 , 20 by�iNA M' Ie OMgh who is personally known to me or who has produced who is personally known to me or who has produced f. k -1)L • -- As identification and who did take an oath. A L Sign: OTARY PUBLIC: �A D NOTARY PUBLIC: ,, N 4 ' . c' Sign: a MA XI ; 1� . - / /� Print: TA E w Nrr nA4 H LTA- My Commission Expires: ' g I ' My Commission Expires: ' * • Y * * * *' wtt, * s l as�Wenk119R1ch+) V******* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** �nk *200* *. ^ * My Commission CC959465 (Certificate of Competency Holder) Commi C, C9594 465 •� .rte xpires Au ust 8, 2004 ▪ +pires Au gust 8 E 9 State Certificate or Registration No. - i �- / .S 0 700 0 Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Print: `i d 0 Skll kn) l FA �r� -1-4 1-TA as identification and who did take an oath. M 4 040 ¢ - Plans Examiner Engineer Zoning J Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ems" e '{--07 Job Name d� z-f\,(1w Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d4 7 Job Name , fl4eteihs z9 N6 9G $/ ge,odel STRUCTURAL CRITIQUE SHEET s/19 /a¢- 77i4 Need Prods 4 rov is A xecv 4-0 4/1;46414/5 Drra r A A-5 ivhet4 I $ M , ei jA/ �P 7I'r new cog4r, heaot 41- ex v /;7r eaQ// ? a 7x g 2¢" d.c. 4‘,////74/- r em /2 Sc 7 4 29A (Mow- c e/.//fr f € der bale h sa ) *1* re;✓ / r - 11 de4461 09 zxTh . home Spin/ 573e 1 ear4 of 5 /eel .ne026err du-errn, i ed by des