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935 NE 95 St (11)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp' - _% Permit No. Name ' ' _SO Address Company 771aet ✓� Phone # 0 '" 9 c� / For Inspector: Yr , t t Correction Re- Insp'n Fee ❑ ❑ /) Name to ____Phone: 305 -795 -2204 Permit Number: BP2002 -1050 / Applicant: RUTH POLLEY r0 Owner: POLLEY RUTH JOB ADDRESS: 935 NE 95 ST Contractor Contractor's Address: Local Phone: Parcel # 1132060143110 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 20 & 21 BLK 76 LOT SIZE 100.000 X LI ,' Fees: Description Amount FEE2002 -3192 Building Permit Application Fee $60.00 Total Fees: $366.80 FEE2002 -3193. CCF $1.80 FEE2002 -3194 Notary Fee $5.00 Total Receipts: $0.00 FEE2002 -3274 Buildier's Bond $300.00 Total Fees: $366.80 Miami Shores Village 10050 NE 2nd Avenue Printed: 6/10/2002 Page 1 of 1 Permit Status: Approved Permit Expiration: 12/4/2002 Construction Value: $1,200.00 Work: HURRICANE (1) DOOR & WINDOWS (1) 7 4`rc e -0 '- cf0 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 application herefor in strict compliance with all 1 I 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 responsibility for work done by his agents, servan of employees. Signed: Building Permit (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 responisibility for all work done by either myself, my agen servants or employes. i j Signed: '•,(Contractor or Builder) BY: Pa 1 A M 1 - DADE ® 1 t PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acc APPROVED: 11 /01 /2001 L The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.05 EXPIRES: 11/0I/2006 NILAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 1 10 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 coN LICE:NSLYC si•:c-rtos (305) 375.2327 PAX (303) 373.2353 COYTIL-1CI'0 R ENFORCEMENT DIVISION (305) 375-2966 FAN (305) 375-2903 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 eptance /' OA) of SH - 701 Aluminum Single Hung Windo%v Impact Resi under Chapter 8 of the Code of Miami -Da - County g Construction, and completely described here! has 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. tent erning the use of Alternate Materials and Types of en recommended for acceptance by the Miami -Dade Rout Koartgucz Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO,M:MITTEEO 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 1404 i000 I1pc2000 \ltemplateslno tic e ucepunce cover pge.dot Internet mail address: postm aster i Homepage: http : / /www.buildingcodeonline.com Virrvl Tech/Proaressive Glass Technolocv r NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as 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 Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer^ 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LINIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will n ot require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permaneni: label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERNIIT.REQUIREivIE ;NTS 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 components selected for the proposed installation. 6.1.3 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. ACCEPTANCE No.: 01- 0629.08 APPROVED November 01. 2001 EXPIRES November 0 1, 2006 ck4,ci 1. Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 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 v.i:h 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. 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 ofa revision application with appropriate fee) and granted by this office. Vinyl Tech/Prozressive Glass Technoloav NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 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 maniufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. 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. END OF THIS ACCEPTANCE 3 IS [« LI14ncl.< Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division ACCEPTANCE No.: 01- 0629.03 APPROVED November 01, 2001 EXPIRES November 01 2006 Page 2 IMPORTANT NOTICES AFFIDAVIT - Please read carefully. PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE ignature of Owner Signature of Contractor / Qualifier nt Name ?r1e- Print Name S and subscribed before me this 1 7 day o(, 1 1 e J Sworn to and subscribed before me this day of h� ? •-/ 1 `90 aD Type of Identification Produced: • ate. 0 . to of on o.. t 1 Signature of Notary Public - State of Florida 1 ;07: 0ee ARc.aA Mf BB.-...C; -.W o, F rr'n oouc . o,. u�ls, SEAL: Z .. �� D C;- 0;i391 , 1 . `." i..IY c. ` - v. Personally known O Identification Personally known OR, Produced Identification Type of Identification Produced: F gnature of N SEAL: STATE OF FLORIDA, COUNTY OF MIAMI -DADE PROPERTY OWNER New Construction Name Alteration Exterior C l J \ IC / Address Demolish Home Telephone 3os , n 59 ,, ( ( 3 U L ((j >"] - Business Telephone Foundation Only Fax Add'1 Attachment TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the IIiami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Address Apt. City u Folio Number / Description of Work Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information X , Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. "5 NE cc \fl rY) PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PG Zoning PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. ex O, frQ / OSO l Square Feet Units > Value of Work 2 1 t ra t') 0 Tax Assessed/Appraised Value Flood Zone PERMIT APPLICATION J-7( FL State Zip UQcc'J (? C' -ie< `4 ikArcbL ( 0 Linear Feet Floors Bldg Value Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name ELECTRICAL TYI'1• Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance Q'I'1'. '1'1'1'1•: Service Repair QTV. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs l A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) Cap - Water A/C Central 16-20 Ton Gas - Appliance Fixture Light Pump, Domestic Parking Lot Lights Supply, AC Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Gas - Natural Flood Lights Pump, Fire Stand Plugmold/Strip Temporary Toilet Subfeeds, No. of Amps Catch Basin A/C Window Gas - Propane FPL - Load Central Pump, Re- circulate Posts Temporary Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Gas Piping Garbage Disposal Pump, Replace - Pool Range/Range Top Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Utility - Sewer Switchboards Discharge Well Clear Violations Ice Maker Heat Recovery Pump, Sump Refrigerator, Comm. (p/PH) Utility - Water Temp Serv., Construction Dishwasher Compactor Indirect Wastes Low -volt, Burglar Relay Repair Refrigerator, Domestic Vacuum Pump Temp for Test - 30 days Disposal Deep Freezer Interceptor Low -volt, Fire Roof Inlet Renew - Temp Service Water Closet Domestic Well Demolition Laundry Tray Low -volt, Intercom/Teleph. Septic Connection Repair Circuits Water Heater Drainfield, 4" Tile/Res. Dishwasher Lavatory Low -volt, Television Septic Tank Service, Number of Amps Water Heater New Drains, Area MECHANICAL TYPE QTY. TYPE Minimum Fee Condensate Drain QTY. TYPE Generator QTY. 'I'YI'E Refrigeration, Tons QT1'. A/C Central, Tons Cooling Tower Q'I'1. Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections l Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Cap - Water Pressure Vessel Gas - Appliance Pump, Domestic PLUMBING TYPE A/C Condensate Q"I'V'. TYPE Drains, Roof QTY. 'I'YPF Miscellaneous Fixture QTY. 'r1'I'I: Soakage Pit Q'I'1. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair l Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary LI PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) Z' -/ $300 $ (J (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE a_ PERMIT APPLICATION 0 CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $, b C, ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com . Vinyl Tcch/ProCressivc Glass Tech:nolo.-v. EXPIRES November 22, 2006 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. 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 his 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) I the Acceptance holder has not complied with all the requirements of this acceptance, including the correct. insta!ia:ion or the product; u) The engineer o originally prepared, signed and sealed the no lone. practicing the engineering ' r` iiiev COCL' lentattOn initially submitted is 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 c pricr written app _ c a t ?is A ceptan_e, unless priroval has bccn requested t) filing Of a revs: L �r r (_ICS:: (through C1!� 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed b y the expiration date may be displayed in advertising literature. (Early 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 bc 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 bc cause for termination and removal of Acceptance. APPROVED ACCEPTANCE No.: 01 -0 =117.0=1 : September 06 2001 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 154ai 1 . LL, 4i . Ishaq I. Chanda, P.E. Product Control Examiner Product Control,Division END OF THIS ACCEPTANCE 3 • PERMIT APPLICAT FOR MIAMI SHORES VILLAGE Date to - - q q Job Address Q i � C • � 1 Tax Folio j Cl — r] 3, 5 5 L4 1 Cxt'�1 J 'X7 ��S a Legal Description Lem.1-- ,fit°`) .1 t�CL r� �n / Historically Designated: Yes No V Owner/Less nt L t* 5 . Pr 1) e,, j Owner's Address Q J \ Phone - Fr - 1 Contracting Co. xcx 1..Q (A.) Address E-3 c7 NW 4 to S Qualifier CY \ C C� SS# Phone (a 3 - 9 75 ) State # (2( C157_,2 / Municipal # Competency # Ins. Co. Architect/Engineer / y z -ev/GH 4 <n(i?, T.S Address to 1/ 7a --- V4 Z) 't/ /i2/61/2-2 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL � " PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN _r�, WORK DESCRIPTION , \c bc l d �m ;Ui �� pJ Square Ft. 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 pennit 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 APP I certify that all the foregoing information :,s 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 owner and/or Condo President Date 4f - • 7' fin. . No 1'ary as to Owner and/or Condo President Date My Commission Expires: 4 v; ,aY Pa LEE C. PICKER ® T. COMMISSION # CC774604 EXPIRES SEP 13, 2002 v^`, BONDED THROUGH ��e►c �� ADVANTAGE NOTARY FEES: PERMIT RADON C.C.F. APPROVED: Zoning Mechanical Estimated Cost (value) c Signature of n l or Owner-But der 7 -6 - 99 Notary as to Contractor or Owner- Builder Date My Commission Expire y p LEE C. PICKER I ca t COMMISSION # CC774604 ii EXPIRES SEP 13, 2002 BONDED THROUGH 74 ADVANTAGE NOTARY NOTARY BOND Master Permit # 450 5 TOTAL DUE 7- C--97 Date Building 7 ' ?P Electrical Plumbing Structural Engineer CUSTOMER • / �l / / CUSTOMER NAME: 24•YT / /// ADDRESS: MEAN ROOF HEIGHT: BUILDING WIDTH: . WINDOW HEIGHT ABOVE GRADE: 0 -3 • yd. [ -4 L LENGTH: n PEAK ROOF HEIGHT 4 e0 PRODUCT: /4 - -/GU S i ,c3 '7 J 111 .Date: 9 I (s 19 - ;a x-11 jho {es V; Ito lL • • Dear We ere the Dace Ccunty Nctice cf Acceptance Hcicer fcr the Fcic -A -Gard 1C0 Aluminum Acccrcicn Shutters urcer n Sc -C92107. This letter authcrz_s JKAUI.,V0 \ (1c- 1- Tc use cur FciC -A -Garr: AlumIrLm A.C:::^.rcicn Shutters tc be L:a6 at the • • fcllcwing jcb: • • . Cznzwcrdldadecaunty23 Jcb Address: •u\ t S .PalI-eAl CE N t cJ ST Ws La' auw &s, a • • Miami, Florida 33142 - IJSA • Tel: 305 -634- 9995.•- Fa 305 -534 -2727 • ��_•-= _�. ■�•, www s reeltech2000.com • E -mail: sales @steeltech2000.com Toll Free: 1- a22- 39 -S'OF� 726751 .* -i . ? :� 2 -te s- = tea. ^ � j y. �- i J w 4-. Y,r r • f � 1 v � - "M1 yti Y r • APPROVED: 09496/2001 • ` 1v PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drivc Nokomis ,FL 3427 Your application for Notice of Acceptance (N A) of: Series SWD -101 Outswing Aluminum Fren h Door - Impact under Chapter 8 of the Code of Miarni -Dade aunty gover ing the use of Alternate Materials and Types of Construction, and completely described herein, has been ecomrnended for acceptance by the Miami -Dade Country Building Code Compliance Office (BCGO) er the conditions specified herein. This NOA shall not be va1llid 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 prod or material fails t0 perform in the d ap rove manlier, BCCO rn revoke, f approved � Y '� , 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 'Raul Rodrigucz Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPF-C[FIC AND Gr NEILAL CONDITIONS. BUILDING CODE & PRODUCT RF,VTE \Y 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. \ S000 c20001ttempbteslnotice acce?ance cover pate -dot Internet mail address: postmasters @buildingcodeonline.cOm • Homepage: http :Ilwww.buildinEcodeonline -eom MIAMI_DADE COUNTY, FLORIDA • • METRO-DADE FLAGLER BUILDING BUILDING CODE CONIPL!ANCE OFFICE • Mir [ -DADE FLAGLER CUILDING F L A G S 0 1603 MIAMI,FLORIDA 33130-1563.` (305) 375 -2901 FAX (305) 375.2903 CONTRAc• -OR LICK sINC SEC (305) 375.2527 FAX (305) 375 -2553 - CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 2.1 i.:•••.c: • Vinyl Tcchfpro (7ressivc Glass Tcchnolorv. 2 • " SAS n <._�. _ mot: - :� :. ra • � - �r�.,;4; ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06 2001 EXPIRES November 2 2 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE I.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code. SSFBC , 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 the approved drawings. PRODUCT DESCRIPTION The Series SWD -101 Outstiving Aluminum French Doors - Impact Resistant and its cornponenis shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets I through 4 of 4, prepared by manufacturer, dated 02/16/98, .‘vith revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, .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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.i This approval applies to single unit ;application of pair of doors and single door only, as shown in approved drawings. Single. door unit shall include described in the active leaf of this approval. :; 4.1 The outswing aluminum French doors 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 renuire 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 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 4ceptance, clearly marked to show thc components selected for the proposed installation. 6.1.3 Any other documents required by thc Building Official or thc South Florida Building Codc (SFBC) in order to properly evaluate thc installation of this system. • k li41 ) •e.._l,kucl.4 Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division M IAM 1- PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech Industries, Inc. 3750 -A NW 46 Street 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 Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Fold - A - Gard 100, Aluminum Accordion Shutter 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 perfonn 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0923.07 (Revises, No.: 98- 0402.05) Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:01 /17/2000 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. Approved: 12 /31/1998 rancisco • uintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Off SteelTech Industries, Inc. ACCEPTANCE No. : 98- 0923.07 APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . DEC 3 1 1998 Jan. 17, 2000 1. SCOPE This revises the Notice of Acceptance, No. 98- 0402.05, which was issued on June 9, 1998. It approves an aluminum accordion type shutter, as 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -841, titled "Fold -A -Gard 100," prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #5 dated April 30, 1998, sheets 1 through 6 of 6, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 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. Helmy A. akar, P.E.- Product Control Examiner Product Control Division 2 of SteelTech Industries. Inc. ACCEPTANCE No. : 98- 0923.0 APPROVED EXPIRES DEC 3 1 1998 Jan. 17, 2000 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. 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 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 i5 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal o Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE A. Helmy A. ar, P.E.- Product Control Examiner Product Control Division 3 of 3 MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE ONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5 >60' -70' 116.5 86.8 57.2 15.11 174.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 160.6 119.7 78.R >SO' -iDie 129.6 96.6 63.6 164.4 122.5 80.7 >100'-120' 136.2 101.5 66.9 170.0 126.7 83.4 .>120'-140' 142.8 106.5 70.1 175.6 130.9 86.2 .>140'-160' 148.4 110.6 72.9 180.3 134.3 88.5 >160' -180 153.1 114.1 75.1 185.0 737.9 90.8 >180'-200 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250'-300 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 143.5 94.5 216.9 161.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450'- 500' 204.7 152.6 100.5 226.3 168.7 111.1 MEAN HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 10 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 20 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 30 F12.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 40 FT2.) - COASTAL & NON COASTAL ZONES (TRIBUTARY AREA ■ 50 F72.) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 43.9 51.1 42.9 >15'-20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 81.5 6.3.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50' 86.8 67.5 81.5 64.7 , 78.4 63.3 75. 62.0 72.2 60.6 >50' -60' 97.4 71.1 85.8 68.1 82.5 66.7 79.J 65.3 75.0 63.8 BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P. S. F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET: FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSSVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) (AT) PANEL SPAN ( /t) x PANEL SPAN (R) 3 NOTES : PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPUCABLE TO GENERIC WIND LOAD CHARTS BASED ON AS. GE. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SP CIFH` Wwn LOADS MARKED 0, HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE, AS WELL AS EDGE, END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD TH15 CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. DADE COUNTY / IL EC O INe. TILUT I STMIO & ONMNIEt04O COMPANY UM AIM r (iM7S )47r - IPM MALIER A 111L1T d7., P. L iLORNA Lic. 44167 ASCE 7 -88 /WIND LOAD SCHEDULES AM a 1 AMMON GOOK .K OM 7/2/77 SOT AS SHOMH SCALE 5/I7/95 047r DRAWING No S7 TT 1 OF r Date Job Address / 3' V 2- 5), Legal Description (� Owner/Lessee / Tenant Ll.4 1'\, �� I Owners Address Cf 3 1 V E , J Contractin Co. R � " L Qualifier S a (_ `e 2 State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one). BUILDING ELECTRIC PLUMBING ICA ROOFING PAVING FENCE SIGN - „Ix% r) iryfi-f /cat,c)-\ • WORK DESCRIPTION GlN. 4c 1 Square Ft. 'b t '. i =• ature ' q wner and/or Condo Presidein Date ?'400- 9771- 9 f 0- 7 70 -D ) 0 3 No : as to • :1 and/o ' , < f ,RY PUBLIC MIS OF FLORIDA COMMISSION NO. CC7I4133 MY COMMISSION EXP. M AR 1A My Commission FEES: PERMIT 6 0 RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Address 3 s) 7 754e76 9 te4 SS# e �, d 6 / 39_7 ec9sc�avao� 8.�.� -037 ` spy Municipal # Competency # ' '` '��! 0 I Co. Building D to Tax Folio Historically Designated: Yes Address Address Address Master Permit # Phone Estimated Cost (value) '4 f /761) , 00 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 o the work stated. S' Notary My Co C.C.F.4 NOTARY to ontractor or Owner - B to �,ctegviDfik ltiier 4',: ( , T r ' ; , ip ,pam E .8181200 CC 861982 Prirality Known [ 101Mr I.D. BOND TOTAL DUE Y/O Date Date 77 --I- Electrical Plumbing Structural Engineer PERMIT NO. • ADDRESS: • MIAMI SHORES VILLAGE BUILDING 1 ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal, State. Coc z ty,Vittage cafes ad regulations. Waage asst c no responsibility for accurecy cf(oc resutts tram these Flans. 2. This copy of plans it be imitable on building site or no tnspectton wilt be conducted. JOB ADDRESS DATE 93.s Tae CRITIQUE SHEET APPLICANT PHONE t# APPLICATION # SHEET OF MISCELLANEOUS COMMENTS INITIALS • ,,,,i w 1 kuA N Ot ,,�� `` /Q��/ Q A Q A 93 4)5 • =- g , Do02. 4 6 7,A)- 6S c 44-ed 01 fl oy 9 -C)1 0L, lk/ e I-1 ,7 19 e /n Approved: 10 /22/98 PRODUCT CONTROL NOTICE Or ACCEPTANCE Vinyl Tech/Progressive Glass Technology CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2553 1070 Technology Drive Nokomis FL 34273 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375. PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.290 FAX (305) 372.6339 Series SWD -101 Outswing Aluminum French Door - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use 01 Alternate. Materials and - lypCS of Construction, and Completely described in the plains, specillcatio:1s and calculations as submitted C•;" Applicant , along will! Drawing 1 \'o. 971, sheets 1 t1 :ru 4 of 4. has been recommended for acceptance by the I3 till ':in`, Code•CompliarICC Giilce to bo used in Do do County Florida under the specific conditions sot 10 on pa cs 2 et. seq. and tilt Standard Co.. itions O l page 3. ills approval shall not vv . IIC. a:.Ci the :iii C! below. The OlT:cc 1:111C2 . 0,J..i n o,hi 10 sec'_: its product or material a. aFrom fio ajobsite or n : urac�.uco: s :ai:. !c : ��C,J lil L i � •. quality COnir01 icsnn 2i [C11115 pr0Cl.1C 0: 11i_;i:'1"1di 121[5 10 po turn - : irl iii;, approved 'tl ailn: t11c _ 01-Tice -,ay o 'v•`n mOd'ti` L: SUSpcid 1 ._ uls•o or such o:oPuci 0: material immediately. The aDDlicant shall r -eva lua "' this product 0: material should any a nl;i':enci;i10.•.1S to ti: o :.,, h! •:::,_. _..,.... Code be en _C "teci affecting e rr Ill$ Cot:0 C`Jm7I1..:.:o 0 :l co . C=: : _c.—Yoke. tnis approval, .. ..�.Cii'•i� t��... LJ1_.:111!! _ Co d° .i...�C:�. O::ice ...:s the :ill. t7 :v �' it is ._..,. a l r. „ Sr •_i.:i i.J -,_._. 1�;.....:. _ C i _..sc of Or r'i1at.,rl:. fails co meet .:,,, r:. _...:i�',�i'�1_ o: .., ., � Acceptance No.:9S -0 06.02 / Expires:10 /22/01 THIS IS TI -IE COVERS1 SEE : \ DD1 - i: IO1.AL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CO\I \IITTEE :o ` Approval l has .. _.:ii r� ._''�••e'cl 5`• tl N �olitan D_ do County ', iuild!a;i This application i0r P t_ai1Ci F ( pro l• � �" � Code Compliance Department and approved by tile i3liiiC.;ii Code Committee mitte l b'2 used in Dade County, Florida under the Conditions Sot torch. aho'• o. -l- MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING (BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MlAMt: FLORIDA - 33 o: — (305) 375.2901 FAX (305) 375 -2903 Lila Uan,Cr, Director Building Code Compliance Dept. Metropolitan Dade County . -.. 1- . h ■1L 111 • er.xhnIll i uC.C O m Vinyl Tech/Proyr•essive Glass Technology. 4. INSTALL :ATIO1 �` ing French d'o'o and its coin 'loi.ents s: 4.1 Tile aiciili. "tliiil c y .eiiCi; ._.. tile approved draw is s. 4.2 1-1urricane protection system t ......J;, :..._ orotection system. ACCEPTANCE No.: 98- 0506.02 APPROVED - . OCT 2. 19q8 5 EXPIRES : OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outs\`, ing French door, 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 pressure requirements, as determined by SFBC Chapter 23 do not exceed the Design Pressure Raiiag values indicated in the approved dra'`•'Iilgs. 2. PRODUCT I)ESCRIPTION 2.1.1 The Series SWVD -101 Outswing Aluminum French Doors- Impact I esistant and its components shall be constructed in strict coil :liance with the to11ow ill'g aOCUiilCntS: Drawing No 971 , titled "French Door X Sheets 1 through 4 of 4, prepared by manufacturer, Gated 02/16/98, revisor.: on 09-10-98, signed and Sealed by l`obcrt L. C1nr. P.E. , hearing the ` iami- Daci:. County Product Controi ^ royal stamp with the Notice of Acceptance number and aopro . a t date by :: D ad:, County Product. Control Division. These documents snail hereina'..cr 'pc ri.q to as the approved drawings. 3. LIMIITATIONS v a pities to single unit application of:; c, . 00 :5 s;. iCl i as s1v. `vn .,. 3.1 This approval �,- • -, ...... . approved drawings. Sincrle door unit shall inc;...._ described _ `_ i O ar::prbval. it will not require a LABELING 5.1 Each Unii shall bear a permanent 1abe1 \yitil the i;.__.'.-itact re7` . following statement: " i\Liami -Dade County Product Control 'roved . 6. BUILDING PERi`•1IT REQUIRE'VIENTS 6.1 Application for building permit shall be accompanied by Co pies of the ioliowin : 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 components selected for the proposed installation. 6.1.3 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. I • �L % c., Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division - ._.. . .:: - ^i,i•.; is e�:.;.. Vinyl Tcch/Proaressivc Glass Tcchnolov: ACCEPTANCE No.: .984506.02:--_- ... IX1 2 2 1998 APPROV EXPIRES : OCT 2 2 Z0.01 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall bc'considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than ei�nt (8) years. ti. labeled with ti lt.'. iilailufa cturcr's nam city, state, and 'tile :'•,n,; and all approved products Shall be permanently , , t' Product Con of Approved", or as speci pp, rically stated in :he Following statement: � "Miami-Dade. COli it y � ' specific conditions of this Acceptance. . er . has a) l i is been a ciian',- is the So'... Flo :id?. 13uitdi de affect' t:le ; ation Of ....- • -- `•'•-' Cr.::: product is no: in com?llancc with, the cc de ., . __:. ', i%.. product : o ._ san - •, _ _ _ _ il (: l ._. i.t_...�:li _ -' `. ! i ' ?' "'. r _ ,DV's :.1 ., . :hc .Accept" holder „as no: _'.1 i' i. . correct ii:sca....._.. o tile product: c who oric.Maiiy prcpa,:J. s .... cd an::: ed -:... ir: ...� : :iat_....._..:se. a .•,-... -: :: _ -. _: : :o t. r isio;. ,: i ii:c ii,•ii: - .... -.._., 1. .._ ... _ - ... ... lam, � .is. :s'2. v; as .... _ ... p,ra1LOn date be Ciispla e ... a'' •.r.•_... aved, then it shall be done in its entiret: ii - '1 'ins ncl other documents. where it applies, S .0l .e A copy of this :',c:.epi3C•;,� aS '.',':i:::s < ":, e..:., "r: n •,. ` _ a �, ...: provided to the user by the manufacturer Or Its distributo :s and shall be available For inspec :il:i at all time. The engineer need not reseal the copies. S. Failure to comply with any section of Ciis Acceptance shall be cause fore termination and removal of Acceptance. 'or :i of the 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Ishaq I. Chanda, P. E., Product Control Examiner Product.Control Division END OF THIS ACCEPTANCE MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation CONTRACTOR LICENSING SECTION 7840 N.W. 62nd Street (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullion 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0127.06 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:03/28 /2002 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. Approved: 05 /06/1999 Internet mail address: postmaster ©buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office • NIIAMI -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 LT. Homepage: bttp: / /www.buildingcodeonline.1 Construction Glass Industries Corp. ACCEPTANCE No.: 99- 0127.06 2 of3 APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 6 1999 March 28, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0929.39, which was issued on March 28, 1996. It approves a structural mullion system, as 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Construction Glass Industries Corp. Aluminum Tube Mullions and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -13A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated 11/25/95, Sheets 1 thru 3 of 3, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.3 Mullions are to be used only to support Windows and/or Doors with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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 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 components selected for the proposed installation. 6.13 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 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. Manue Perez, P.E., Product Con %xamir Produ of Division Construction Glass Industries Corp. ACCEPTANCE No. : 99- 0127.06 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. Failure to comply with any secton of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of APPROVED MAY 0 6 1999 EXPIRES March 28, 2002 Manuel erez, P.E., Product Con Produc ol Division TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -90.0 PSF HETI -96 -525 -90.0 PSF HETI -96 -525 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -135.0 PSF HETI -96 -525 -90.0 PSF HETI -96 -525 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HTL- 0080 - 0303 -96 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" both on Sheet 2 of 3, of Drawing No. M95 -13A, bearing the Dade County Product Control approval stamp. �-----..\ 4 Construction Glass Industries Corp. D. MATERIAL CERTIFICATIONS 1. None. ACCEPTANCE No.: 99- 0127.06 APPROVED EXPIRES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . MAY 0 6 1999 • • March 28, 2002 A. DRAWINGS 1. Drawing No. M95 -13A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated 11/25/95, Sheets 1 thru 3 of 3, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -96 -525, dated February 12, 1996, signed and sealed by Hector M. Medina, P.E. 2. Test reports on 1) Large Missile Impact Test, Loading per PA 201 -94 along with installation diagram of window prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 0303 -96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. C. CALCULATIONS 1. Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 12/05/95, signed and sealed by Humayoun Farooq, P.E. E. STATEMENTS 1. Letter from Construction Glass Industries Corporation., dated March 17, 1999, stating that the product has not changed since it was last approved, signed by Flavio Quesada - President F. OTHER 1. This NOA renews NOA No. 95- 0929.39, which was issued on March 28, 1996, and expiring on 03/28/99. 2. The following results were obtained in the original submittal: E -1 ' 1 Manuel .' erez, P.E., Product Control finer Produc Co. •1 Division MI A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vale Ogron 1VIanutacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. APPROVED: 01 /03/2002 \ 1x0450001 \pc20001\cemplates\notice accepunce cover p3ge.dot Internet mail address: postmasterCbuildingcodeonline .coin MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO- D, \L)I: FLAGLER UUII.I)IN(i 140 \\'IiST Fl.AGLER STREET. SUII'1•: 1603 MI, \\11. 1:1 1l).\ 33130 -1563 (305) 375 -2901 FAQ (305) 375.290)i U). \ \( LICENSING SI•:("t IO.\ (305) 375.2527 FAX (305) 375.255N CONTRACTOR 1•:NFOUCI•:.\II• :N I' DIVISION (305) 375.2966 FAX (305) 375.290s PRODUCT C:ON1'I(UI. DIVISION (305) 375.29u2 FAX (305) 372.6339 Your application for Notice of Acceptance. (NOA) of: Series 1800 Aluminum French Door I\• /Sidelites Impact 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. 1 f 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 k determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 1016.03 EXPIRES: 01/03/2007 Raul Rodriuuez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS I3UILDING 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 tix'i Ilomelrage: http:// we.\s.buildinucodeonline.coni Yale Ogron Manufacturing Co. Inc. NOTICE OF ACCEPTANCE: 1. SCOPE 1.1 This Notice of Acceptance (NOA) approves an aluminum French door with sidelites, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 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 the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 1800 Aluminum French Door w/ Sideletes and its components shall be constructed in strict compliance with the following document: Drawing No NV01 -64, Sheets 1 through 5 of 5, titled "Series 1800 Aluminum French Door w/ Sideletes ", prepared by AL- FAROOQ CORPORATION, dated 9/17/01, with revision date 11/09/01, signed and sealed by Humayoun Farooq, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The Series 1800 Aluminum French Door w/ Sideletes 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 PERiMIT 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syst 2 ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 SPECIFIC CONDITIONS .-Raul Rodriguez, Chief Product Control Division Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 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: "Miarni -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 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Raul Rodriguez, Chief Product Control Division • M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yalo Ogron Manufacturing Co., Inc. 671 West 18 Street lfialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of'. Exterior Glazed Aluminum Fixed Window - Non - Impact & Large Missile Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types g r 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. 1t' 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 F lorida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 0102,05 EXPIRES: 12/13/2006 Raul Rodriguez Chief Product Control Division THIS 1S TIIE COVERSI•IEET. SEE .ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 131J1L1)ING CODES PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 12/13/2001 11504500011pc200011templatastnotice acceptance cover page_dot Internet snail address: pusttnasterCbuildingt0de0nli .cnnl 100' 3r)Hd MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MLTRO -DADt FLACGLU (WILDING 140 %VEST FLAGL.CIL STREET. sUI'I'li 1603 Iv11.1�11. I'LORIL)A 33130.1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR 1.ICYN:ONG' SECTION (305) 375.2527 FAX (305) 375.2538 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2944 FAX (305) 375.23, PRODUCE CONTROL DIVISION (305) 3754 FAX (305) 372.6330 7 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office e l liomcpage: http : / /www'.buildingcudeunlinc.com 31W WOdd BP :0lt 20, ©T d3S Yale Ogron Mfg. Co. ACCEPTANCE No.: 01- 0102.05 APPROVED : DEC 1 3 20Q1 EXPIRES : DEC 1 3 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Mianti- 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 the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Exterior Glazed Aluminum Fixed Window - Non - Impact & Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. W00 -53, Sheets 1 through 6 of 6, titled "Exterior Glazed Alum Fixed Window ", prepared by Al Farooq Corporation, dated 12/12/00 and revised on 10/2/01, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each panel 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 copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of thc ,approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show thc components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to propel-1.y evaluate the installation of this system. 2 all,! I, Man el Perez, P.E. Product �Sn rol Examiner Pro uct ontrol Division - ►, 1 200'39kid 31WA W0d3 0S:0I 20, el d3S Yale O2ron Mfg. Co. ACCEPTANCE No.: 41- 0102.05 DEC 1 3 2001 DEC 1 3 2006 1. APPROVED EXPIRES 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 ¢est- 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 fcc) 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 salts, advertising or any other purposes. 6. The Notice of A cceptance 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 timc. 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. END OF THIS ACCEPTANCE 3 Man el Per z, P.E., Product Con Prod - ontrol Division 200 310), WOd d 1:01 20, 01 d3S xaminer SOMA APPLIED 0U.SC PATS( IMOD 004744 MOON 1 •iN ii 3/11' ANN. CLASS ii u 3/10' TOP. GLASS n GPI 11 1/16' IAN. AMR, GW4 LAY. RS cuss 1A41. Ill GAASS_n U u _ 0 r 11 Y 11 n 1 es n tIT 101. 1 AT UEAO/9LL TYPICAL ELEVATION 5 1 It' LW. IE43 441 CDRRISTS +ALL(M00LE LOADS FOR ILLTERAHTE 5040 05 SWIM ABOVE OR 506VR CAM DE 0611(.0 BY INSCRIBING PCTl6RE YDIDOSI SHAPE OIT000 50.00E OR REC5ANOLE A. SNOW N DOTTED LNES AM ceTA1NN0 A)LO4N$E LIMOS TROP THOSE SI0PT, • 005E LENGTH AS HIE 104P:ER MHO= ARO 111100 AS ME SHORTEN 004EN51110 10 EN1EI1 0040010. S11PTTRJ4 FLA PE / 16757 OCT % 7001 &wig no W00 -53 s0S06 1 oT NON IMPACT RESISTANT WINDOWS 12A2E0 MTN 3/16' ANNEALED DR TEMPERED OLASS MIOMI DADE COlRRY APPROVED IMPACT RESISEAf1 SiMTERS REOUAED SEE SHEETS 2. 3 AND 4. LRR_Gp.ISS11.E IMPACT RESIST OBNDOrS warn WITH 5/16', 7/16' OR 1/2' WIBWED GLASS SHUTTERS HOT REAU111ED 5EE 371(015 2. 5 NV 6. .770 Y ,038 SIPACT clAzmiC 1 403 STRUCTURE RS 055661 0 AS PER THE SOUM IL600A 6001000 000E 1994 EDRION PPR DADE COUNTY. AM POP MAD 03005 AS PEA 0000 7 05810 0ORRE5POPO9/0 LOADS. 5. 050O HUM 07 00(00. NUM SE MCACROI PRE0ERLY TO 1PANSTIR LOOS 70 iC 9EUCRAIE 3. A/1710RS SNAIL BE AS US1ED. SPAGLD AS 0HOT6t ON 0E7N.7. ANCHOR E4BEOREPT TO RAE MATERIAL SHALL OE 13505161 041 DRESSING 0P 5151005. APPRD0ODASCOITIVNGNAE17HE SOUTH BT PR... 97'RIIO13N15171 BUI10 COGEI1dIPUWGECEFICE ACCEPTANCE *DIOI' c 3 2 .63 l ass:[^ ._:IaG_.,.:i.'L.•..._.:'t::�_.. _: %ti LS '�:.s%'.._'.:_�r..+.�•.t:_._.. �....L...._. _ • . • .. _,. 9112O14 CC - OR OW= TAPE PI MPS VG 10817 3/16• NN. OR 3/16' TON. NON HALT RESISTANT CLASS YNNMI ME cowry NFPRD STUTTERS REDD. EST NJ. NSCMIATIONS S11R01IE GE x600 1/11 M04 CLASS ®. I� 1 1 r T W1.D 10104.01041 1/Ir ANN. GLASS-, SILICONE GE 2000 5/ C OVERALL UTIANATED IMPACT RESSTAM CUSS WPM NOT RECD. GLAZING OPTIONS SUCORE CO 2020 3 /t0 N.S. CLASS .1H0 N 708 ' 1/10' KS. GLASS. SILICONE GE 2500 7/ 6' aVERAU. IANONABll IMPACT RESISTANT CUSS MITERS NOT MOD. /10 1 t' SUS AT 14 -t/Y O.C. 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RAMC 710E (1/7 S Ifs) - 47N1UR ._ }_1 :...5G'L.a -A _•...- .LS.L... :...�.,:' -... "' ' i.u�.«.L,d_.�.. ::n �.iL: •.,:.+.. ,i.a:..:,:. t.:._ • . � :5� 4�. :'. •• a X • P 0 �T U T 0 • 110 1.rs. • 11 O USE O4IRTS POI 1.10101 ivR e APPPOVO0 ASC01N131 O u1M11RE droving 03. WOO-53 (rr2 1T000 BUCKS NOT BY YALE °CRON. MUST 9USTMN LOADS IMPOSED BY CLAMS SYSTUI AIID TRANSFER THEM TO THE WRUNG STRUCTURE SEC 4[K FOt M IIE roam fl MOOS SU ELEV. an POMO MCKIM at VREV 1 SP/C940 MICA. AAD0E1 M ELEV. FOR SPACING 1!741 STRUCTURE LL _ I/0• TUN TWI0 S0 Its �Bnl -- Nom Tili a IIIY OR !n emu 1 NON IMPACT RESISTANT TUIDOWS SU 14.1.041 APRORIA POR SIZE hOIWOM fY/TCAL MOMS ELEV. MR SPICING 11r OR 011 1G00 SUCH METAL STRUCTURE 1 /0• MR. THICKNESS 511 anp. OR. MwA.0U. 040604 !IMMURES M PS if 14337 nr.T 2 ?RI 0411/31/3 LIM cams PRWE AMWAY 505115 - - TYPICAL ANCHO$S: sa ace 545 sum MCNORS TYPE A we P104. SIGN SPACE) INE 2BY 04000 RUCKS OR WOCO STRUCTURES 1-3/0• MIN. PENETRATION INTO 04000 UM METAL STRUCTURE (STEEL OR ALUM5I 4 1/04 MIN. 1100CNESS) AN0a0RS TYPE •R• ( /a MAK. SPUM SPACE) .1n0' • TAPCONO (Or ELCO) OR EOLN. CONC. ANCHOR mums C1IIRETIT NOME OF ACCEPTANCE. INTO 7041 U000 BUCKS 0R 01000 STRUCTURES 0 -3/S' INN PENETRATm WO W000 TORO 1BY Ng00 BUCKS INTO MASONRY OR ORECTLY INTO MASONRY 1 -1 /A• 01N. WED Sfto CONC. OR RNSONRY 3/t.' 00115 0_0_05041 INTO METAL STRUCTURE (STEEL OR MI1a•IM 1 /0 YR. Two: NESS alOMB5 OITO MU .5INS (NO SPUR SPACE) ALTS OF ANCHORS TYPE 'B'. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED MUTT GE SILICONE SEALANT. 1/4 UAL YIN 1 11 -yalaim 1 i� TYPICAL ANCHORS L SEC ELEV. 011 SP505G 1- Mb30 M100 ROLlSN51pN COTE COMRtM•eOFRTE ACCFTMKE noad a S • WPM" 321313TANT Row ORR CDIAMERS WIT 90011111C07 175740071 0165. 7410201 14• 24' 30" Dr 4r 41 54' 00 6r Ta• 1r ae 30 46' 54' 10 Tr 76 24" mr 36• 42' 11 72' LENGTH 2 3. 4r 0113100 LOAD CAPACITY - PDT 3/tr 1.41. 31111. GLOM (45 1 MI. (-3 700 1 70.0 700 1 700 DLO 70.0 70.6 700 70.0 70.0 60.1 70.0 703 700 37.4 51.0 46.1 37.1 33.1 70.0 73.0 61.6 513 54.1 411 44.4 40.4 700 700 70.0 70.0 70.6 700 711.0 700 011.7 100 713.0 713.0 415.5 37.4 613 45.1 37.1 34.1 70.0 7(1.0 010 51.0 545 46.4 44.4 700 7/111 1A0. LA AuLS3 Dr. to 1-3 45.0 65.0 650 65.0 65.0 450 45.0 •10 650 460 OSA ISA 65.0 660 03.3 330 •3.0 050 530 653 45.0 0.0 01.0 60.0 634 630 530 60.0 43.0 430 65.0 45.0 65.0 41,0 63.0 1130 030 45.3 45.0 010 450 40.0 660 63.4 63.0 66.0 65.0 63.0 1130 65.0 irr IAA. 116. CU.35 (01. CO 1115. 7-1 733 73-1 75.0 733 75.0 733 n.3 73.1 73.3 73.5 73.3 73.3 731 73.3 713 73.3 73.3 75.5 733 73.3 733 73.3 733 733 713 73.3 73.3 731 73.3 73.3 73.3 75.1 73.3 750 73.0 730 75.0 76.0 73.0 75.0 75.4 73.0 73.0 710 75.0 75.0 750 730 75.0 750 75.• 73.0 750 7543 75.0 71.0 730 75.0 75.0 730 54 70.0 700 65.0 66.0 711 73.3 so" 38' 62' 41' 54- 71' ir 14' 30' 34- 4r 44- 04- tr 30' 38 4r 44- 60' 7r 84' 443 404 44.1 40.4 70.1 01.7 44.3 33.1 700 67.4 463 MIA 432 40.4 70.0 U.7 43.3 33.1 70.0 63.4 40.3 410 43.0 03 0 60.4 10.8 40.4 633 650 63.11 053 63.0 COA 05.0 65.0 63.0 13.3 43.0 OA OA 16.6 61.0 ISA 05.0 450 404 6134 0.4 60.0 63.11 630 (13111 41.0 150 630 104 43 ISO 63.0 45.3 450 33.3 733 733 67.1 404 434 010 73.3 73.3 73.5 73.3 73.3 47.1 10.4 73.3 733 71.3 73.3 73.3 67.1 75.0 730 73.0 75.0 37.1 60.4 40.4 40.4 75.0 730 710 73.0 733 770 47.1 834 /5.0 75.0 73/0 760 750 67,1 IMPACT REssnorr WINDOWS 01145*TE19 14311 KOMOCIO SWOON 711MS. wIDTH LEWIN us' 26' 30' 34- 42 443' ler 34- 49' I• 14 30 34- 10 34' 30' 3r 111 24 3r 16• 24' 30 sr 108 114 )44• 305IC70 LOST) CAPACITY - PST 5/18" Lue. Ans. cuss 0127. 14) 1111. -1 100 76.0 33.0 1 511.0 36.5 36.1 55.3 033 436 48.0 43A 43.0 3431 136 63.4 45.0 33.3 33.3 44.0 44.6 531 430 34.6 7/1e 11111. 11.5. GAMS (72. 40) 45.0 450 63,0 10.0 65.0 650 330 650 63.0 530 55.0 43.0 46.• 116.0 63.0 630 40.0 05.4 OSA 160 61.3 pa. 4-5 650 43.0 650 65.0 650 630 66.0 85.0 400 010 45.0 116.0 63.0 63.0 63.0 030 65.0 43.0 030 45,0 45.0 45.0 •5.0 1/2 151. ILA CUSS EAT. 1.1 1117. (-1 73.) 75.3 73.3 730 73.3 75.0 7.13 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73..1 73.1 734 76.0 73.0 73.0 73.0 750 750 75.0 730 710 73.0 75.0 76.0 730 750 75.0 73.0 75.0 731 75,0 73.3 73.3 ; 05,0 65.0 73.3 750 Sr 53 1 /0 it 1/0' 70.0 700 700 67.2 75.0 70,0 10.0 7070 67.7 700 (30 63.0 65.0 050 63.0 650 050 (151 660 63.0 73.3 733 73.3 73.3 733 75.0 73.0 75.0 75.11 703 es• 3r " 61.3 53 1/13 13-1/r U-1/2' 53-1/r 54-1/4- 24 l/r 33" 53 1/1" 111 I/O 26 1/5- .47 33 1 /tE 76-1/r 30 1/T 37' 33-1,Ar 10-5/r 57 74 73.0 06.1 47.7 43.3 70.0 61.4 413 70.0 133 36.0 7031 34.1 70.0 111.1 47.7 430 700 47.4 4t4 700 70.0 54.1 31.0 •.3.0 630 050 050 65.0 630 33.0 55,0 66.0 633 83.0 65.0 380 65.0 03.0 43• 630 650 050 63.0 83.0 430 65.0 55.0 634 430 63.0 ASO 65.0 650 400 03.0 eso 65,0 65.0 030 650 73.3 73.3 73.3 n.3 73.3 71.4 73.3 73.3 73.3 68.2 733 73.3 733 73.3 73.3 03.2 7521 750 75.0 750 75.0 71.0 75.0 730 73.0 11.1 73.0 73.0 733 632 750 01.1 73.0 75.0 75.0 60.2 130 ANCHORS FOR MIS PAGE TO BE 14 SESS 1/4' TAPCONS OR 114 TEM SEE SHEET 6 FOR DETAILS ACM Dram MO COWIN 401411310175 CAN OE 0001713 YOURCOUT OR 101160336.3 Iv 45 34f2k4, RarmASCOrrilluolmnx an 100A 3413.011000DE 1. It! • 4• 1 M4 PaT 41121211 RULR7ITT 1021O11217312 102222181. N2122./322M.1111/2/21214 1 It- 60 4 W.20012 MYR ALUIDAN 410113-25 2 - 4 C1.222210 310P 22.108l8AI 11003-25 3 CE-2100 AS 11206 CLASSIC C00•21110 3/130002 - il IRt 8000 /3 R2210. CIA.2010 um (Yr 8 1/41 - ANTORE • 10 i 1 2/ COMER RPM 13SEINLY SCREWS - - drawing Imo. W00-53 shod 6o1 6 WOOD BUCKS NOT BY YALE OGRON. RUST SOUR LOADS IMPOSED BY GLAZING SISTER MO TRANSFER THEM TO IRE MURK SIXICIURE. . • TIP100. MOW La WV. 1122 SR4f-DIG • TYPICAL *NORM 23:2 ELEV. FOR 32801110 TTPICM. MOM UM MEV. 118 1840088 GLAtwc aumWEL 50187.:5 Fit (MED Fat 8/2" 1.41. OuSS ONLY I DIPACT RESISTANT WINDOWS Wincw. 4404NS la DIN. 1O1 31A01110 NEVI SIPUCtuRE of NW. THOotEll Sat taA110,4 APPROVALS MR 111.88104 2120 322 TVPIC/I. MOCKS Stt ELEV. TIM maciNS NEILL STRUCnist t/r URI 44IP2 C26 1117 OR 888 4174 goal 8AT1188140 LL1T TYPICAL ANCHORS- stt ELEV. Tim SPACOV V4 0 TAPTOta (HY ELCO) OR ERIN. CONC. ANCHOR NOLDRID CURRENT NOTICE OF ACCEPTMiCE. etTO TOY 4000 BMWS OR 4000 STRUCTURES 1-2/1• 814. PENETRATION 4470 4000 ittRI; ter •4000 4110 ilASORRT 04 ONECILY INTO NASONRY I-1/e ION. EMBEO INTO CONc. OR 885084I0 124 OP 1/4' incS NI INTO NETAL STRUCTURE (STEEL OR 1,111141444 1/4" MN. DOCKIESs) SEALANTS; FRAME CORNERS AND I8014IA11004 SCRErtS SEALED 20114 CE SUCONE SMART. 187101.1. ANCIOIS FRI Mc.. ToR SPACING ... APPROVED LS COMPUI/IG VIETH ROVRADRO• BuiDiNaco0E auE ULL 01.^ sr 0149014 ounD94 COM COMPtyaKE ACCEPTAIKEOCCII • 4 M I A M I•DADE 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 -2905 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 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: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, 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 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, statc 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, thcn 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 # 01- 0417.04 and, corsists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Th ,:_ rc3, NOA No 02- 0701.12 tion Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 P ,rol ,, �� \ \ \ \ \ \ \ 2 POINT \ LOCK OPTION / / li 7 1/2 — 95.750 WY. 7 1/2"-- I3 "-- MAX. ON CENTER TYP. HEAD & SILL XX .37.500 . 7 1/2" 1 5 1/2" - J 13.5" 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" -- 95.750 WAX. 13.5" TYP. MAX. 7 1/2" — 13" MAX. ON CENTER TYP. HEAD & SILL 71.750 u. 2 POINT � ` LOCK OPTION 1.) GLAZING: .407/464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX -- 7 1/2" 5.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P.S.F. JO .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: 5 1/2" MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REOUIRED 6.) REFERENCE TEST REPORT: FTL -224 L 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET J OF 4 13.5" SEALANT ON FRAME CORNERS & PANEL CORNERS LARGE MISSLE IMPACT DOORS Pli(11111CT REVISED ar e ompl)in); with the Florida Balding Code Aceeplanes No 02 -0 ?01.12 FIxpirst oh Date 11 ifl Mb Elwin ?redact C PRODUCT RENEWED ACCEVIANCF.N., , 7 — o y l - I 4 I:XPIk,\IION MIT No +fAtlIC 1-Z 700& D \5t4 \.t 41u r,r ul% [7IH1T+eL U1 VIAQN 1h1RDIN(i c`[1OC COMI'1 4CE urY1Cl. 41/ /v //37' Robert L. Clark, P.E. RE. 639712 Structural Revisions: D) odded 2p1. lock info Material: Raved By: IDo4: 0.6. 11/17/00 Dm.. B D.B. CAkd By: Date: Dole: Tolerance, Ilnleee Noted. roctiow S I /64 o,oaa .02 r Decimal .6X f r Series/cadet: SWO -101 POT NO: 1070 Technology Dr. Nokomis, Fl. 34275 oe,eripUon: French Door — X, XX VCNDOR NO Scold: reef: 1X Iia14 INDUSTRIES Deo.2nq No 971 Rao 1.272 4.000 1.750 0 O 4.000 ti 34.625 TYP. BOTH PANELS ACTIVE PANEL. 71.750 EXTE IOR 1.750 ID © ID r�Y. a INACTIVE PANEL 95.750 93.625 .489 EXTERIOR ROUGH• OPENING ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 MAX. SHIM SPACE — 3.000 I-- 3.000 MAX. SHIM . 250 SPACE r I 1.479 84 3/4" DAYLIGHT OPENING s VERTICAL SECTION INTERIOR 1.489 .250 ` MAX. SHIM SPACE ROUGH OPENING 25" — DAYUGHT OPENING R ob 1((//) Rob rt Clark, P.E. P.E. #39712 Structural HORIZONTAL SECTION INTERIOR PRODUCT REVISED in empty's; with the Florida i Code Acreptaw Ile 02-0 ?CM / 2 Eaptntloo Date II/ 22104 Mb I Dad P ndacl Ceatml Divide* — .250 MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT RENEWED AUCEFTAIICY. N,. I 0417 014 EXPI RATION OAR. NTNENT 2Z T 2[4.6 D \St.c \. L1.'o, .,.l� PR oat K.* ml 1La „VISION OURDINO �4 9ONI111ICE OEYICS Ren D) n odded 2 pt. lock info Materiel: R.nd 6Y: rot.: D.R. 11/17/00 Drown Dr D.B. Chkd 10014: t 2/ 1 6/98 109.0000.0_9011.11-90109: nocou c t 1 /64 Occirra .oa ± oso,d .070 Nqu4r t 1' sere. /uead: SWD -101 Description: PCT NO 7070 Technology Dr. Nokomis, FI. 34275 French Door — Elevations VCNOOR HO: Scale: Sheet: 2 ITT INDUSTRIES Drawing No. 971 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. tt u 1/8 ANN. — .250 J MAX. SHIM 3.000 --I SPACE .401' UM. W /MONSAHTO SM 1EX PYR INTERIAYER OR .401" LAM. W /DUPONT BIITAUTE IHTFRLAYFB SEE NOTE J ON SHEET 1 DESIGN PRESSURE RATING: ±60 asf. 3/16 ANN. -� in O . 9 �o1 � .090 � 3/16 ANN. --1 I 1 3/76 ANN. — 1.469 7.489 .250 MAX. SHIM 3 SPACE .464' 1AM_ W /MONSANTO SAFIFX PVR INTFRI AYER OR 464' LAM. W /DUPONT RUTAIITE INTER/AYEB SEE /IOTE J ON SHEET 1 PRODUCT REVISED u complying with the Pbrlde Daldl.g Cade Acceptance Tin 02 -070 12 Erplrellon Date II/ 2 210 LA BY Mho de Product Omitted Minion IeitODUCT RENEWED ACcCrrnrc6. N.. oI -041 • O 1 .4 E. IR AnoN )ATT. NO`/E 4d Ea U y. Istt1 4, d • Iuo VTI7 M wnnmtl OU11 oo!I E Avila 0 \ r v e - Robert L. Clark, P.E. #19717 Revisions: D) added 2 pt. lock info Material: Rend By: rate: Chkd By: I 0o1.: D.D. I I /17/00 Yam.. R>- D.B. Date: 2/16/98 Tolemnon IMfrtt No13.3 noe6btr 3 7/64 Land 0.W,,>r .000 MpAr.t 1 Series/Model: SWD -101 1070 Technology Dr. Nokomis. Fl. 34275 INDUSTRIES Description: French Door — Exploded /Glozinq Dra.ing No. 971 PCT 140: VENDOR NO: Scale: 501•1: 3a74 Roy: D 1 • 11000 DUCK uw 1/1 • TAPCON TYP. HEAD TYP. SILO .7u J1, M4 /17 FATHEAD ® TYP. HEAD 1/4 TAPCON lNlf Q u 1 � • 11000 BLACK TYP. JAMS TYP. JAMB GROUT RUST TRANSFER SHEAR LOAD TO SAAR. N� V / V e'l Robert L. Clark, P.E. #39712 Structural ITEM DESCRIPTION 1 000R HEAD /SILL 2 (ICOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .2.i0 x .187 FINSEAL STRIP 5 DOOR W -STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 CUZINC BUD (ROLL FORM) 9 OUTSWING THRESHOLD 10 5 116x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 76 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TCP BOTT. SLIDE BOLT LOCK 22 6x1/2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEAM SEALER 25 LCCK SUPPORT ASS'Y. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS Y. 30 LOCK (ACTIVE) 3I LCCK fUUMMY) DEAD -BOLT LOCK .401 LAM. W MONSANTO SILICONE V. T. # 60375 60376 60377 67924G 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710XI2PPW 41720 7612FW 78112A 6SM55W 4UBLOK 7634F 60200K 60300W FD3PTAY 7LOKAP 8 (2 /eoch door top & bot. rail 4 1 door to & bot. rail 8 8 8 ea. QTY. /DESCRIPTION 2 eo. door top & bot. roil 2 eo. door to. & bot. roil 2 & bot. roil door top 6 (3 frame jambs) 26 6 /hinge - hinge -door jamb .30 5 /hinge &hinge -frame jamb 2 1 ® top/bot. of l.h. astragal 4 2 /slide bolt locks) 12 (6 /heod & sill) 3 1 /lock) 6 2 /lock support assr.) 5 1 ostro.ols fr. 'ambs & head 1 ® r.h. ostr000l 1 (® r.h. astraaal� 1 (0 r.h. astragal ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FIORICA SCREEN ALUMAX VENDOR VENDOR e.1 FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES 1-IAAI nr AF -70375 AF -70376 AF -10377 FS7924 - 187 AF-10379 AF- 10380 AF- 72376 AF -12375 AF -10378 41722W 41721 41720 5M5504 4UBLOK Q200X190 Q375x190 FDJPTAY 32 33 34 35 36 37 38 39 P.E. 112 Ph. Pn. SMS 1/ 4 TAPCON .431 LAM. W /DUPONT .454 LAM W DUPONT 454 LAM. W MONSANTO 2 POINT LOCK ASSY. 40 41 111' x .75 Ph. Fl. Tek Omen eye D.B. 7LOKIP 7BLTIP 62899C 7834FPT Rea CO Revisions: 2 pt. lock info ueffrrel: R..,d BY Doff: COW 8Y: Do1.: D.B. 1 1/17/00 � 1 (® r.h. astragal) Totemnn, 112.•• 111tM' ln.0'vc t 1/64 Nand .02 t Decry, .IX6 t Myinr. t I• Sarre. /uodek SWD -101 Description: French Door — Anchorage /8.0. M. PCT NO: PRODUCT kEVISED m cotopl)1og n ith the Florid. Bedding Code Acerpuoa No 02 - 0701. 1 2 Expiration Doe e r 2 x HARLOC H. Flo al DadreUsPratnct Control By 1$1.....1 • 1NLh t y I71 VrS�fi t..mi' MT. Vtt IIC'M K3A KEf!>•1KS 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: SAW.: HARLOC DOW CORNING H.P.C. HPC H.P.G. PGT INDUSTRIES SPENCER PRODUCTS PPrODUCT REN Wfr niYr.IT.WG. N.. 6 t O I :1/.0 ` 1 calixfxrx `t DArr t\WJen gee. 2212406 Sh•.l: 4.14 880 B20 899 INDUSTRIES Orayono No 971 Row D 4 M I A M I•DADE 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 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 AI-J (in areas other than Miami Dade County) reserve thc right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, thc 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 "SH -701" Aluminum Single flung Window Impact and Non - Impact APPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets I through 8, prepared, signed and scaled by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami -Dade County Product 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 and Non - 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. limy portion oldie 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 I3uilding Official. This NOA revises NOA # 01- 0109.01and, consists •'this a ,c 1 as well as approval document mentioned above. The submitted documentation was reviewed by R: ;* ox • ;,;, NOA No 02- 0419.13 Expiration Date: February 25, 2006 pproval Date: May 23, 2002 Page 1 ELEVATION NON — IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 ITEM 1 2 3 4 5 6 7 GLAZING BEAD 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL WEATHERSTRIP - VINYL BULB 3/16" ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 1/4" TEMPERED GLASS 16 x .750 PHIL. PN. HD. SWEEP LATCH /8 x .625 PHIL FLT. HD. WINDLOAD ADAPTER J8 x .375 PHIL. P.H. TEK WEATHERSTRIP - VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP - PILE \F!NSEAL SASH FACE GUIDE �6 x .500 PHIL. FLT. HD. SASH STOP #8 x 1.000 PHIL. P.H. SMS V.T. # 612225 612226 612227 612228 672229 612230 612231 612234 6TP247K 7658PFAA 7858WW 612236 78X38PPT 6TP249K 61062W 70251 76X12FPAW 612244 78X7PPA VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH.\PGT WYBORC CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL SCHERER INDUST. PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORD VENDOR # AF - 12225 AF 12226 AF -12227 AF -12228 AF- 12229 AF- 12230 AF -12231 AF -12234 TP -247 PG T. 214. XX AF -12236 TP -249 7 -M10 -344 5TAVE FS7826- 187 7 -M10 -251 AF -12244 2R co !CON 29 IWEATHERSTRIP - VINYL BULB \SASH 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 NON— IMPACT WINDOWS INDUSTRIES 1070 TECHNOLOGY ORIXE NOKOMIS. FL 34275 P.O. BOX 1579 NOKOMIS. FL 34274 R eed By: FK Reese By: FK Omen By. Dale: R.S. 1 7/27/96 Defcnplion: ELEVATION, NON— IMPACT Due ALUMINUM SINGLE HUNG WINDOW Senee/Mao.I: SH -701 62899 DOW CORNING 899 6TP248K TEAM PLASTICS 001.: 4/1 6/02 Date 7/4/01 Score NTS Reammn.: ADD SENTRY GLASS C.A Revisions. Sheet: 1 of 8 TP- 248 PRODUCT REVISED o f corplyin1 with the Florid. B uldiai Code Aetetl..ee No .. 4 %5 • I Elpintlu. Ue Dro.mg No. 4032 Cu.lml N. SJ. 12 MAX. 000 MAX. /0 11 / I tail ELEVATION NON — IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 ITEM 1 2 3 4 5 6 7 GLAZING BEAD 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL WEATHERSTRIP - VINYL BULB 3/16" ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 1/4" TEMPERED GLASS 16 x .750 PHIL. PN. HD. SWEEP LATCH /8 x .625 PHIL FLT. HD. WINDLOAD ADAPTER J8 x .375 PHIL. P.H. TEK WEATHERSTRIP - VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP - PILE \F!NSEAL SASH FACE GUIDE �6 x .500 PHIL. FLT. HD. SASH STOP #8 x 1.000 PHIL. P.H. SMS V.T. # 612225 612226 612227 612228 672229 612230 612231 612234 6TP247K 7658PFAA 7858WW 612236 78X38PPT 6TP249K 61062W 70251 76X12FPAW 612244 78X7PPA VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH.\PGT WYBORC CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL SCHERER INDUST. PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORD VENDOR # AF - 12225 AF 12226 AF -12227 AF -12228 AF- 12229 AF- 12230 AF -12231 AF -12234 TP -247 PG T. 214. XX AF -12236 TP -249 7 -M10 -344 5TAVE FS7826- 187 7 -M10 -251 AF -12244 2R co !CON 29 IWEATHERSTRIP - VINYL BULB \SASH 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 NON— IMPACT WINDOWS INDUSTRIES 1070 TECHNOLOGY ORIXE NOKOMIS. FL 34275 P.O. BOX 1579 NOKOMIS. FL 34274 R eed By: FK Reese By: FK Omen By. Dale: R.S. 1 7/27/96 Defcnplion: ELEVATION, NON— IMPACT Due ALUMINUM SINGLE HUNG WINDOW Senee/Mao.I: SH -701 62899 DOW CORNING 899 6TP248K TEAM PLASTICS 001.: 4/1 6/02 Date 7/4/01 Score NTS Reammn.: ADD SENTRY GLASS C.A Revisions. Sheet: 1 of 8 TP- 248 PRODUCT REVISED o f corplyin1 with the Florid. B uldiai Code Aetetl..ee No .. 4 %5 • I Elpintlu. Ue Dro.mg No. 4032 Cu.lml N. DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. WI SENTRY GLASS ALL SIZES TO 53.125 WIDE x 76.000 HIGH NEG POS -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH W!NDO HEIGHT 38.375 50.625 63.000 76.000 NEG POS NEG POS NEG POS NEG POS 37.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 48.000 -60.0 60.0 -60.0 60.0 -53.0 53.0 -47.3 47.3 53.125 -60.0 60.0 -58.2 58.2 -47.2 47.2 -42.6 42.6 ELEVATION Hobert L. , :lark. P.E. PE 179712 >troo•.urai LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16 ANNEALED W/ DUPONT 457 SENTRY GLASS B 3/16 HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, ft 3.275 P.O. BOX 1529 NOKOMIS. FL 3.274 Revd By. FK Ree,a By FK 0.0.n By R.S. D. .cnpton: ELEVATION, IMPACT nue: ALUMINUM SINGLE HUNG WINDOW S.r1n /Model: SH - 701 Oote: 4/16/02 Dote: 1/4/01 Dot.: 1/27/96 Seale: NTS R.v..ons: ADO SENTRY CLASS C.A ee„wn.: Sneer: 2 8 PRODUCT Rf.VISED u camplyini with the Florida Holding Cute Amp No 0 - Y Irt .11 E.Pir Lion II f 2tUL tend lode Pndurt C carol Deoion Or0.:n9 NO 4032 53.125 MAX. 000 MAX. /0 / / X I iii ELEVATION Hobert L. , :lark. P.E. PE 179712 >troo•.urai LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16 ANNEALED W/ DUPONT 457 SENTRY GLASS B 3/16 HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, ft 3.275 P.O. BOX 1529 NOKOMIS. FL 3.274 Revd By. FK Ree,a By FK 0.0.n By R.S. D. .cnpton: ELEVATION, IMPACT nue: ALUMINUM SINGLE HUNG WINDOW S.r1n /Model: SH - 701 Oote: 4/16/02 Dote: 1/4/01 Dot.: 1/27/96 Seale: NTS R.v..ons: ADO SENTRY CLASS C.A ee„wn.: Sneer: 2 8 PRODUCT Rf.VISED u camplyini with the Florida Holding Cute Amp No 0 - Y Irt .11 E.Pir Lion II f 2tUL tend lode Pndurt C carol Deoion Or0.:n9 NO 4032 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. ROUGH /OPENING ROUGH OPENING 34.500 DAYLIGHT OPENING MAX. 49.562 DAYLIGHT OPENING MAX — "0" 3/16" ANNEALED CLASS 3/16" HEAT STRENGTHED 48.250 DAYLIGHT OPENING MAX. — ?C" OR TEMPERED 53.125 MAX. HORIZONTAL SECTION ROUGH OPENING )/16" ANNEALED W /DUPONT FILM — (457) INTERIOR SIDE ,5/I6" HEAT STRENGTHENED W /DUPONT FILM — (457) INTERIOR SID{ 7/4" TEMPERED GLASS VERTICAL SECTION 2.330 NOTES: GLAZING OPTIONS 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD 15504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) 18x!" PPH SMS 2) WEEP HOLES: (2) 7/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS ;_r_ INDUSTRIES 1070 1TCNNOLOCY DRIVE NOKOMIS, ft 34275 P.O. BOX 1529 NOKOM,S, FL 34274 Rend By: FK Rend By: FK oreR By. S Dole: 4/16/02 De)e 1/4/01 Dote: 1/27/96 Senn /MOder SH -701 Re.:.ron. ADD GLASS OPTIONS Rt..tiont. O<etrptbn: SECTIONS & GLAZING OPTIONS lille: ALUMINUM SINGLE HUNG WINDOW Store - NTS Shen: 3 e, 8 PRODUCT REVISED tumplyin9 +hh lb/ Flotlde Melding Cock Aa.pNnte Nu at - a v l 1 E.plrnl Deh1{ loei My ul I tde Prndun foe DiN.lue Oro••np No. 4032 Rey 0 .737 F — .062 f 2 784 2 I [ 705 1 IIL � 1 ALUM. 6065 -15 2.274 ----may Ill J —� —+— .062 �J 1 1 �+ 1.187 -+-I .707 C D ALUM. 6065 -154 rr 190 ALUM. 6065 - 15 .655 .062 - f 2.784 O ALUM. 6065 -75 �1 1.969 .062 Fes— 1.350 O ALUM. 6065 -15 2.330 2 710 1.123 ►— 1.523 - —�{ . 411 t .062 1.165 O ALUM. 6065 -15 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. Ft 34274 1 023 C I ALUM. 6065 -15 Rem, 9y: FK 9...0 8y: FK Oro.. By R. S. 0.ecnonon• S... /Model: SH — 701 1.403 � l L Dot.: 4/16/02 Dan. 1/4/01 Don: 1/27/96 Sco . NTS Re„..on.. ALUM. 6065 -75 1 187 Reviion.: A00 SENTRY GLASS C.A EXTRUSION PROFILES 5nut 8 2.029 i O ALUM. 6065 -154 87 OhWal ALUMINUM SINGLE HUNG WINDOW Oro..nq No 4032 air Ya1.41 0. %[111)11(1 It EV I \V I) as comp!, ui1:. lire 1 luri.• Uui.liny. CI.Je Accg Nu•Z -or . /. /7 Eapinlloa U.)ey 1 rya* Rev: COMPARATIVE ANALYSIS FOR GLASS' 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE NOTES: 1.1 Numbers in (! parentheses are quantity of anchors per side. 53.125 x 761000 NOTES: 11 Numbers in ( 1 parentheses are quantity of anchors oer side. 53.125 x 76.000 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure 4 ) Numbers are for 010 screws or 3/16" Tapcons. 4.) Numbers are for 612 screws or 1/4" Tapcons. 5) (2) Anchors 4" apar 4" Irom each side of meeting rail are required. (Total of 4 anchors at each meeting rag) 5.) (1) Anchors Con each side or meeting rail is required. (Total o12 anchors at each meeting rail) Anchors 6" from each corner and as follows: Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14' Max. spacing at head 8 sun = 14^ Max. spacing at jambs = 14" Max. spacing at jambs = 14 ' FTL -1536 FTL -15313 Window Window Height Window Window Height Width 26.00012) 38 375 /12) 50.625512) 63.000516) 76.000/16) Width 26.000/8) 35375/8) 50625 (8) 63.000/8) 75000512) neg pos neg cos neq pos neg pos neg pos neg DOS neq Pas neq pos neg P00 neg pos - 37.000 (6) -135.0 69.3 -1350 69.3 •126.3 69.3 -87.3 69.3 - 60.0 60.0 37.000 (6) -1350 693 -1350 693 -126.3 69.3 -87.3 69.3 - 60.0 60.0 40.000 (8) -1350 69.3 -133.4 69.3 -1124 69. -87.3 69.3 -600 60.0 40.000 (8) -135.0 693 -1334 693 -112.4 69.3 -873 69.3 -60.0 60.0 44.000 (8) -135.0 69 3 -117.9 69. -98 1 69 3 -87.3 69.3 -60 0 60.0 44 000 (8) -1350 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 -60 0 60 0 48.000 (8) -135.0 69 3 -105.6 69.3 -87.0 69.3 -76.6 69.3 -60.0 60.0 48 000 (6) -1350 69 3 -105 6 69 3 -87.0 69.3 -76 6 69 3 - 60.0 600 53125 (8) •128.4 69.3 -93.2 69.3 -76.0 69. -66.1 68.1 -600 600 53.125 (8) •1284 693 -932 69.3 •760 69.3 - 66.1 66.1 - 60.0 60.0 COMPARATIVE ANALYSIS FOR GLASS: 3/16 ANNEALED FTL -1536 NOTES: 1,) Numbers in 11 parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300 1) Positive Design Loads based on Comparative Analysis and Water Test Pressure 4 ) Numbers are for 010 screws or 3/1& Tapcons 5) (2) Anchors 4" apart 4^ from each side of meeting rad ore required (Total of 4 anchors at each meeting rail) Anchors 6" from each Corner and as hollows' Window Width 19 125 24.000 26 500 32 000 37.000 40 000 44.000 48.000 53 125 ( (4) (6) (6) (6) (6) (6) (6) 26 000 12 neg -120.0 -120.0 -120.0 -1200 -120.0 -120.0 -120.0 -120.0 -120.0 Max spacing at head 6 sill = 14" Max spacing at jambs = 14^ Window Hei ht a neg -120 0 -1200 -120.0 -120 0 -120 0 -1154 -1076 -101.8 -93.2 Pas 69 3 69 3 69 3 REFERENCE TEST REPORT: FTL -1536 neg -1200 -1200 -120.0 -98.7 -84 6 -79 2 -713 -63.7 -58.2 pos 69.3 69 3 69 3 693 69 3 69.3 69 3 637 58 2 63.000 16 neg -103.3 -92.6 -89.6 -80.3 -69.4 -64.7 -58.2 -53.0 -47.2 pos 69.3 69 3 69 3 69 3 69.3 64.7 58.2 53.0 47.2 MAX. SIZE 53 125 . 76 000 Smallest Fasteners 78 000 16 neg pos -79.7 -69.4 -66.0 -61.5 -60.0 -56.7 -51.7 -47.3 -42.6 F'L "53E 69.3 69.3 66.0 61.5 600 56.7 51.7 47 3 42 6 COMPARATIVE ANALYSIS FOR GLASS: 3/16 ANNEALED NOTES: 1,1 Numbers in 1 1 oarentheses are quantity of anchors per side 2.) Negative Oesign Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparatve Analysis end Water Test Pressure 4.) Numbers are for 812 screws or 1/4" Tapcons 5.) (1) Anchors 4^ on each side of meeting rail is required. (Total o12 anchors at each meeting rail) Anchors 6" from each Corner and as follows: Max. spacing at head 6 011 = 14" Max spacing at jambs s 14" Window Width 26.000 8) 38.375 8) 50.625 8) 19.125 24.000 26.500 32.000 37.000 40.000 44.000 48.000 53.125 ( (4) (6) (6) (6) (8) (8) (8) 8) neg pos -120.0 -120,0 -120.0 -120.0 -120.0 -120.0 -120.0 -1200 -1200 69.3 69.3 69.3 69.3 69 3 69 3 69 3 69 3 69.3 -120.0 -120.0 -120.0 -120.0 -120.0 -115 4 -107.6 -101.8 -93.2 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, R 34775 P.O. B00 1579 NOKOMIS, rt 34774 neg pas 69.3 693 693 69.3 693 69.3 69.3 69.3 693 Rend By' FK P..,d 8y: FK Drawn By: R. S. Oexcnphon: rue: Window Height neg pos - 120.0 •120.0 -120.0 -98 7 -64.6 -79 2 -71.3 -63.7 -58 2 Dote: V16/02 Doe. 1/4/01 pare: 1/27/96 69.3 69.3 69 3 693 69.3 69.3 69.3 63.7 58.2 63.000 8) neg pos -103 3 -92.6 -89.6 -80.3 -69.4 -64.7 -58 2 -53.0 -47 2 Ran ADD H.S. & TEMP. OP Rerir:ane' 69.3 69 3 69 3 69.3 69.3 64.7 58.2 53.0 47.2 -79.7 -69.4 -66.0 -61.5 -60.0 -56.7 -51.7 -47.3 -42.6 PRODUCT HEMS %D as campy ire with the I IoJ4. fielding Cede Accept..oh 0 ) - dyre,r3 EapIrel D Mimeo I Dodo COMPARATIVE ANALYSIS, NON- IMPACT 3/16 ALUMINUM SINGLE HUNG WINDOW Sane/ /Mode, SH- 701 5cor. NTS Sheet: 5 a 8 oro..np No. 4032 MAX. SIZE 53 125 x 76 000 Larger Fasteners rL_.'536 76 000 12)_ neg pos 69 3 89.3 68.0 61.5 600 58.7 51.7 47.3 426 Roc 1 x WOOD BUCK TYP. HEAD TYP, SILL. • 1.250 3/16 TAPCON .250 MAX. 2 x WOOD BUCK 3/16' TAPCON /10 PANHEAD .250 MAX. 1.250 TYP HEAD TYP. $13.1, D• ' .250 MAX. TYP. JAMB INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. R 34274 a FK R,.td By: FK Cron Be R.S. Senea /ModN: SH -701 OoI. 4/16/02 Dot. - 1/4/01 Dole: 1/27/96 Seol.: NTS Revlarona. MAX. TYP. JAM? R.r, bona: ADD SENTRY CLASS CA PHOIIU(7 Hr.YIyt:O au complying r.11h the Willa B olding Cede Amino.. Ina 0 , 119.17 E.plr.11u. Date (H.. ml e P .n D lrbloo Doa<nRlren: ANCHORAGE, 3/16 TAPCON OR //10 WOOD SCREW ALUMINUM SINGLE HUNG WINDOW 6 a 8 Drawing No. 4032 Rev: TYP. HPAO TYP. SILL .250 MAX. TYP. HEAD TYP. SILL 1/4" TAPCON #12 PANHEAO GL .250 MAX. TYP. JAM@ 1.250 INDUSTRIES 1070 TECHNOLOGY ORIYE NOKOMIS. FL 3 P.O. 807 1579 NOKOMIS. 11 J427e 1 x w000 BUCK Drown 9y: R.S. Oeecrip9on: ANCHORAGE, Mir ALUMINUM Series /Model. SH— 70 I Scale NTS MAX. TYP JAMB Dote: 4/16/02 Rev one: ADD SENTRY GLASS CA Revisions. Sneer: 7 or 8 PRODUCT IIEVIST.O .. enmpl >i ..Ilb Ik Florida Doldlos Code Accerboec Nod Z.-o W E ,3 Ee1+4nlio11 Usk — 14o4 117 I ml Z'!e •h et CO H,I K 6iao 1/4 TAPCON OR /12 WOOD SCREW SINGLE HUNG WINDOW Drawing No. 4032 COMPARATIVE ANALYSIS FOR: GLASS: 1 /4" TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR. GLASS: 1/4" TEMPERED MAX SIZE NOTES: 1.) Numbers in 11 Parentheses are quantity of anchOrS Der Side. 53 125 76 000 NOTES: 1.1 Numbers in ( 1 parentheses are quantity of anchors per side. 53.125 x 76.000 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 3) Positive Design Loads based on Comparative Analysis and Water Test Pressure 4.) Numbers are for 010 screws or 3/16' Tapcons. 5.) (2) Anchors 4" apart. 4" from each side of meeting rad are required (Total o14 anchors at each meeting rail) Anchors 6' from each corner and as follows: Max. spacing at head & sill = 14' Max. spacng al jambs = 14' FTL -1533 x 2) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 012 screws or 1/4" Tapcons. 5 ) (1) Andlors 4" on each side of meeting lad is required. (Total of 2 anchors at each meeting rail) Anchors 6 from each corner and as (011Ows: Max. spacing at head & sill = 14" Max spacing at jambs x 14" FTL -1533 Window Width Window Height Window Width 19.125 (4) Window Height 26.000)12) 31375(12) 50.625512) 63.000(16) 76.000 S16) 26.000(8) 31375,8) 50.625(8) 63.00058) 76.000(12) neg pos neg pas neg pos neg pos neg pos neg -190.0 pos 70.0 neg -190.0 pos 70.0 neq -190.0 pos 70.0 neg -154.9 pos 700 neg -119.5 Pas 70.0 19.125 ( -1900 70.0 -190.0 700 -190.0 70.0 -154.9 70.0 •119.5 70.0 24.000 (4) -190.0 70.0 -190.0 700 -1900 700 -1318 70.0 -104.1 70.0 24.000 (4) -190.0 70.0 -190.0 70.0 -190.0 700 -138.8 700 -104.1 70.0 28.500 (6) -190.0 70.0 -190.0 700 •190.0 70.0 -134.4 70.0 -99.1 70.0 26.500 (6) -190.0 70.0 -190.0 700 -190.0 70.0 -134.4 70.0 -991 70.0 32.000 (6) -1900 70.0 -190.0 70.0 •190.0 70.0 -131.0 70.0 -92.3 70.0 32.000 (6) -190.0 70.0 -190.0 700 -190.0 70.0 -131.0 70.0 -923 70.0 37.000 (6) -190.0 70.0 -190.0 700 -1894 70.0 -131.0 70.0 -90.1 70.0 37.000 (6) -190.0 70.0 -190.0 700 -189.4 70.0 -131.0 700 -901 70.0 40.000 (8) -190.0 70.0 -190.0 70.0 -168.6 70.0 -131.0 70.0 -90.0 70.0 40.000 (8) -190.0 70.0 -190.0 700 -1686 Inn 131.0 7a0 - y0 c, 70.0 44.000 (8) -1900 70.0 -176.8 70.0 •147.1 70.0 -171 n 700 _ 0.0 70.0 44.000 (o) -1x7.0 70.0 -176.8 700 -147.1 70.0 -131.0 70.0 -900 70.0 49.100 (1) - 1x70 70.0 -158.4 70.0 -130.5 70.0 r -114.9 70.0 •90.0 70.0 48.000 (8) -190.0 70.0 I, -158.4 70.0 -130.5 70.0 -314.9 70.0 -900 70.0 53.125 (8) •1900 70.0 -139.7 70.0 -113.9 70.0 I -99.1 70.0 -90.0 70.0 53.125 (8) -190.0 70.0 -139.7 70.0 -1119 70.0 -99.1 700 -900 70.0 • PROIMICT REVISED in cumnlyiog wide 1be elorld. 8utdlnx Code Acnpdance Nog- , 2. . / E.ptr.hiun One ti •• REFERENCE TEST REPORT: F71-1533 //!/ j g / //t-- Rend By: FK Pole: 4/16/02 Re41ion.: UPOAtE COMP. AMC • i.e, u., Pne.nc olebwl ae. ,: lj r.4 O 1 / Revisions. Omen By R.S. o e�; 1/27/96 INDUSTRIES Dereriphion: COMPARATIVE ANALYSIS, NON- IMPACT 1/4T 1070 TECHNOLOGY 342 DRIVE P.O. BOX 1529 NOROMIS. Fl 34274 rue: ALUMINUM SINGLE HUNG WINDOW Seriee/Yedel: SH -701 Seek: SAW: NTS 8 e1 8 Ore.in9 No. 4032 Rev: 0 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT 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 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: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, bearing the Miami -Dade County Product Control Revision Stamp with thc Noticc of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Non - Impact & Impact Resistant 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 "finless 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 adverl ising 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 provi . to cp . M t anufacturcr or its distributors and shall be available for inspection at thc job site at thc r u''t th f$uil. Official. This NOA revises NOA # 01- 0102.01 and, consists of th royal document mentioned above. The submitted documentation was reviewed by Theodore 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 NOA No 02- 0701.07 n Date: September 13, 2006 pproval Date: July 12, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Areo 19.64 sq. fl. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 .3.) DESIGN PRESSURE RATING: +60.0 PSF do —60.0 P5F (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENEO LAMI) +36.0 PSF do —36.0 PSF (3/16" ANNEALED /.090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. 1' "c z76 L Robed L. (,'lark, PE. PE 039712 Srrucwral 8 ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODUCT REVISED O nplAa0 "lib MK Florida m aai.% Code Aevp. D.i O? Ecpinll�o D��.rcl. 3 1 MI. aS "pe" � u MIa I e PYOdoe CoeNW DfiFoa INDUSTRIES Dro.,, By F.K. 1070 TECHNOLOGY DRAT G.O. BOX 1379 NOKOMIS. R 34775 NOKOMI5. rl 34274 Reno By Oo(e. OW, / 13/0 1 REDRAWN ELEVATIONS, 7/16 LAMINATED GLASS nre: ALUMINUM FIXED WINDOW Senee /Ooder: PW -701 Sc. NTS sn <rr 1a, 8 Oro..9 No 4231 Rev C Revisionr DETAIL C SEE SHT. 7 APPROVED AS COMPLYING VAIN ME SOUT45QIDt BlI1 I OOE OA t �� JJ [[�O BY PRO Cr OMROL DMSIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOQ,' lC1z p 1 QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. 96" x 48" .Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. (t. OCTAGON 60" x 60" Maximum Areo 20.71 sq. (t. g O/ Robed L. Clark. P.E. PE 939712 SI,,.Hnre1 INDUSTRIES 1070 TECHNOLOGY ORNL P.O. BOX 1579 NOKOMfS. EL 34275 NOKOMIS. EL J427 EYEBROW 96" x 48" Maximum Area 30.24 so. f1. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft oea.n Br. F. K. rue: Re•,d Br_l0ore Dale / 13/0 54,45 /Yoder PW -701 Score NTS REDRAWN ALUMINUM FIXED WINDOW Sheri 20 8 PRODUCE DEVI :WI) ex torn pl)Ing .Ire the Flora's Bolding Code Acraplsnee No O2 -O 701.0 7 Expiration D.H7149 _>JOt. Miami Dade Product Coatna DINDkre AOPRO'/ED AS COMPLYING WAIN 111E SOON F ejinf �LJMRfooE DAU S I ' ELEVATIONS 7/16 LAMINATED GLASS BY PROOl.CONTNOL 0(41510 Ru4OING COOE COMPLIANCE OFFICE ACCEEIMICEED0 O 1UZ. O 1 O. o.ona No 4231 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Areo 31.46 sq. ft. ARCH. 60" x 120" Maximum Area 47.32 sq. /t. PRUDuCT R1'.VIsr.D as mu plying n1111 t!e alaride Balding Cod. Acceptant. No 02.0 }01.07 Eaptratina Du A(i By Mk D ade Ptdett Cantrell �J DETAIL C SEE SHT. 7 A0 AS COMPLYING 0,1111 II IC SOUTII NUR OINO CODE D E C C 6Y PI100 Cr •NTROI DIVISION BUILD 'G CODE COMPLIANCE Or IGO Arrrow4CL :1o.ct.tp7 U 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12 000' 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: F7L -2763. 2780 & 2816 ,e'//etr Ruben L. Clark. P.E. PE 139712 Structural INDUSTRIES Deown By F. K. 1070 TECHNOLOGY DRAT P.O. BOY 1529 NOKOMIS. 0. 34 275 N0KOMIS. 11 J4274 Res] By Date. Dole. See ee /Model: PW— 701 Re..a.ens: ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW Scale NTS REDRAWN 58 ee1 3 e1 8 Or o.,111 No 4231 ) ) ) ) QUARTER CIRCLE 68" x 68" Moximum Area 25.22 sq. ft. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" • Maximum Areo 20.71 sq. ft. 3 EYEBROW 74" x 37" Moximum Areo 17.83 sq. (t. RECTANGLE 60" x 120" Moximum Area 50.00 sq. ft. PItONht:1 REVISED D a m.0)11381.10% the Florida r o!ding Code Aa<Ptant<No 02 040/.01 EagnlMa Date MV. By Orb/ udon Cwl.w APPROVED AS COMPLYING IM TN ME D SOU tH (10[{I C I By11.031MODE Dv 880. T C a 1801 DIVISION 6U11 a . COOE COMPLIANCE OF ACCEPTANCE N0. \ - HALF CIRCLE 120" x 60" Moximum Areo 39.27 sq. ft. NON — IMPACT WINDOWS CONT. ry 1.7 ZZ/ Hubert L. P.E. PE 839712 Su � INDUSTRIES 0ra.n By. F.K. 1070 TECHNOLOGY OBM P.O. BOY 1579 NOKOMIS. n .17775 NOKOMIS. n J4771 Rene 8y:l0ote: Bate: 8/13/01 ELEVATIONS, 3/16 TEMPERED GLASS rue. ALUMINUM FIXED WINDOW Serve, /Model: PW - 701 tee NTS REDRAWN 5Aeet 4 8 aO..ny NO 4231 MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 /12 PAN HEAD WOOD SCREW 7/16' LAMINATED OR 3/16 TEMPERED GLASS t /I' SHIM MAX. 2+ W000 BUCK I -I/2' MIN. L SHIM SPACE MAX. 3/16' HEX HO. TAPCON OR 3/16' FLAT HD. TAPCON (CSINK REO'D) 3/16' HEX HD. TAPCON OR 3/16' FLAT HD. IAPCON (['SINK RE00) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE 1 /1 SHIM SPACE MAX .—.. NOTES: 1.MAX/MUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS I THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780. FTL -2797 & FTL -2816 PRODUCT IICVISF.n As complying is Oh IA. Florida BNdlo1 Code Ar..pe.ee no -O 0101 E.p1n,ib• Date B M Dade Radom Control Minion — i+ W000 BUCK 1- 1/1" MIN APPROVED AS COMPLYING NIT N OTC SOU DI FLORIDA BUILDING CODE OA BY PROD T TROL 00/15109 BUILDING 000E COMPLIANCE OFFICE ACCEPTANCE NO Ol E31(1Z-61 1 -1/4 MIN. SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEA Robert L. Clark. P.E. PE 639712 Structural INDUSTRIES Drown By. F. K. 1070 TECHNOLOGY DRIK P.O. BOY 1529 NOKOMIS, FL 34275 NOKOMIS, 11 34274 Revsd Br Dote Dote 8/13/01 • Re .•s•ons REDRAWN OesenpI,on. SECTIONAL & ANCHORAGE VIEWS ALUMINUM FIXED WINDOW Sent s/model: PW -701 SeoM NTS Sheet 5 ar 8 Oraw."9 No 4 23 1 .500 BILL OF MATERIAL MK. 2 3 4 5 6 7 8 9 10 11 PART # 612242 6533402 7834 62899C/62501C 61412K 626V1510 6SM55W SEE NOTE 7PWSW SEE NOTE DESCRIPTION FRAME HEAD, SILL & JAMB U— CHANNEL GLAZING BEAD #8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAMI (.187HS/.090/.187H5) //6 x 7/8 FL. PH. TEK 7/16 LAMI (. 187A/.090/.187A) VENDOR 6063 —1 6063 — T5 SPENCER OR = DOW/G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = TRIPLE DIAMOND CLASS OR = VENDOR / AF -12242 AF- 533402 5 M5504 2.784 .688 .062 -► �- j CD PW-701 U- CHANNEL GLAZING BEAD O7 PW -701 FRAME EXTRUSION 1.500 REFERENCE TEST REPORTS: F7L -2763. FTL -2780, FTL -2797 & 2816 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" — 3.00 WH WINDOW HEIGHT "TIP TO TIP" — 3.00" v I Hutxrt L. Clark. P.E. PE 939712 Structural INDUSTRIES O o.. 8y: F. L 1070 TECHNOLOGY ORNE P.O. 800 1529 NOKOL05. 11 34275 NOKOMI5, 11 34274 ��- Rersa By (role. 0'.. .3/0 EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED WINDOW Se.e s/Moae PW -701 scare: NTS Rer:s• ens. REDRAWN PRODUCT REVISED of a cod *kb lir P1rrW Aerrpnnrr Pie 02 0/.07 ErMn Ion Drlr M i De • Sheet- 1 Dea. No 6ar 8 APPEOVCO AS COMPLYING Well THE LOUTH r tOmOA BUILDING COOE 9= flea — PPG() CT OM ROL DIVISION Ad i 8WL0150 CODE COMPLIANCE r CE •. :CUM 0l' n102... Ur 4231 - -1 +.090 INTER [AYER 3/16' ANNEAL ED--.1 1.'1 -► -3/16' ANNEALED 3/16" HEAT STRENGTHENED or +.090 INTERLAYER 3/76' HEAT 1 S 7P(NCTHENE0 TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS 3/16 TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS PRODUCT REVISED e emptying vstA110 Fbd& D.WI =a Cme 0? AeerD,..ct noD O E..PI Iloo thle Ia Mlaia D.dr Pendue/ Coal D'nbloo DETAIL C TYP. 90' CORNER CONNECTION APPPOVEO AS COMPLYING WIN 111E SOUS,/ Fl OFIOA OUILOING CODE P1100.0 •. 01601 OMSION 1311101.40 000E COMPLIANCE 0 so:cumaCE NO(I\ O \OZ,(,)_I REFERENCE TEST REPORTS: FTL -2763. FTL -2780, FTL -2797 do 2816 /P/X Robert . Cl. rk, P.E. PE 639712 Structural INDUSTRIES Ote.n By: F.K. 1070 TECHNOLOGY ORM12 P.O. BOY 1579 N0K0MIS, R 34775 NOKOMIS. R 34774 Dole Oat.8/ 13/01 Sene / uooel: PW -701 Rennons. REDRAWN GLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW Scaly: NTS Sheet: 70 8 Ora■,n9 No 4231 Re.: C Window Heights Window W 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39. 000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80..30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 3/1•6" TEMPERED CLASS NOTES: 1.) Negative Design Loods based 2.) Positive Design Loads bosed 3.) Numbers are for /12 screws 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loods REFERENCE TEST REPORTS: FTL -2763. F7L -2780. & 2816 on Comparotive Analysis and Gloss Table ASTM E1300. on Comporotive Analysis and Water Test Pressure. or 3/16" Topcons. / /47 Robert L. lark. P.E. PE =39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 0.•.a Yak er F. Revd BY.IOoIe: Date 8 /13/0 Revisions: REDRAWN Dea<nPlion, COMPARATIVE ANALYSIS, NON- IMPACT ALUMINUM FIXED WINDOW Series/1.dd. Scale. Sheet P.O. BOX 1529 NOKOMIS. n 34274 PW -701 NTS Sal 8 Oro..ng No 4231 ✓ RODUCI REVISED n, ma PIYio[ MI► IM i1R{t■ Ilaldlot Code Acecp,••a No 02 - 0701.01 E , pe•Ila• 0•14 • Dade r.ad .I aer c• ph ki W n• APrr.OVEO AS COMPLYING W I,, 111C SOUTH FLORIDA GUROUI 1 1100E DA n • PROD T CONTROL OMSION 6UILOl, CODE COMPLIANCE 0 ACCEPTANCE NO (] l' OIOL •01, Re.: • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT 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 Dadc 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: Scrics "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dadc County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by thc Miami -Dadc 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 13 ding Official. and shall be available for inspcction at the job site at the requc t,, ph bel 1 igur,, J This NOA revises NOA # 99- 0204.03 and, consist The submitted documentation was reviewed by Ra MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 as approval document mentioned above. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 58 MAX FIXED DAYLIGHT OPENING MAX G HT /4" LITE — I I I WINDOW HEIGHT I I I 44.000 50.625 63.000 1 26.500 A A A A A c 37.000 A 1 1 1 I l l 1 I I A [DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) ( WINDOW ( WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 1 26.500 A A A A A c 37.000 A A A A A ( F 44.000 A A A A 8 53.125 A A 8 8 B 1 63.000 A B B B 6 1 74.000 A B B B B LARGE IMPACT 1. GLAZING EE TABLE BELOW AND GLAZING DETAILS SHT. 2. LAMINATED USING MONSANTO SAFLE x PVB OR DUPONT In ITES OF: ANNEALED GLASS STRENGTHENED GLASS 2. CONFIGURATIONS: X 3. DESIGN SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES 98 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASIM E 1300 -98 4 . ANCHORAGE: SINGLE ROW OF- - - - -F O L L O W S FASTENERS & PER SHT 3. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: F1 -1969 74" MAX 33 5/8" MAX DAYLIGHT --I OPENING 8" MAX 4" MAX — WIDTH 33 5/8" MAX DAYLIGHT + 'OPENING L.. TEM 57" MAX VENT DAYLIGHT OPENING SEE NOTE 4 ON MEETING RAIL ANCHORAGE DESCRIPTION 1 FLANGE FRAME JAMB (Alum. 6063 -75) 612225 2 2 FIXED MEETING RAIL (Alum. 6063 -T5) 612228 1 3 SASH MEETING RAIL (Alum. 6063 -T5) 612229 1 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 5 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 6 WINDLOAD ADAPTER {Alum. 6063 -T5) 612236 1 (0 midspon of frame sill) 7 FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 1 9 FRAME SILL ADAPTER Alum. 6063 -T5 612239 1 10 SASH TOP /BOT. RAIL (Alu 6063 -T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 -T5) 6532377 1 12 5/16" (.350) LAMINATED USING (2) 1 8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2) 178" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 (® midspon of vent) 15 #10 x 1.000 Ph. FI. SMS 4 (Windlood Adopter screws) 16 J/6 x 1.000 PH. PAN SMS 2 (for anti -lift channel) 17 WEATHERSTRIP THIN WALL BULB VINYL 18 #8 x .500 PHIL. FI SMS 19 #8 x 1.000 PHIL P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 2G SILICON 27 WEATHERSTRIP, PULB VINYL Robert L. Clark. PE PE R39712 Filet rrcel— V.T. # 710X1 76X1PPA 6TP247 7856A QTY. /LOCATION 70251 3 (1 ®midspan /2 1/4" from ends) 2 (® ea. end of vent top roil) 7BRWHL2 4 (2 per Roller Housing) 61062W 2 ( ®vent too /bot rolls w rntn 62899 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX FASTEC MERCHANTS FASTENER MASTER TOOL MASTER TOOL MASTER TOOL VINYL- TECH /P.G.T. SCHLEGEL VENDOR # AF- 12225 AF- 12228 AF- 12229 AF- 12230 AF- 534571 AF- 12236 AF -12237 AF- 12238 AF- 12239 AF -12240 AF- 532377 AF -12244 8 (1 per Glozinq Bead TEAM PLASTICS TP -247 2 (Sweep Latch screws) MERCHANTS FASTENER 4 (when us 2 Sweep Latches) 781P0A 22 (Frome/Vent ossy. screws) MERCHANTS FASTENER 3 71096 1 11 1.5" idspon 2 1/4 from ends -ve" from nt mtg. rail ] ) 2 if height ® is >- 42" 70250 m ends MINIATURE DIE CASTING PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 r. /DLO- 18/ 6TP249 1 (® vent jomb roil) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend By: F.K. Revel By F.K. Drown By 0.8. run: Dole: 11/5/01 Dole: 1/29/99 Date: 2/16/98 series /uoaec HS -710 DOW CORNING Revisions: UPOATE FOR RENEWAL Revisions: C -NO CHC THIS SH1' Scale NTS TEAM PLASTICS Sneer: 1 at 4 899 TP -249 PRODUCT I(EVISE11 an complying with the lino-ids Bolding Code Acceptance No 0 Expiration i All .i Dade r mired IRahba 5.02 Description: OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 4 112 Rae: C EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 ROUGH OPENING .500 MAX. VENT DAYLIGHT OPENING 2.710 VERTICAL SECTION 2.094 .500 ROUGH OPENING 2.784 .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) -- MAX. DAYLIGHT OPENING /77' Robert L. Clark. P.E. PE 939712 Ctsuccural- MAX WIDTH 2.643 --T HORIZONTAL SECTION EXTERIOR MAX. DAYLIGHT OPENING — 18 1/8 HEAT STRENGTHENED CLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOK 1529 NOKOMIS. FL 34274 Reed By F.K. Re. e F. Drawn 0. 6 rae: Series /Model: HS -710 .705 1/8" HEAT STRENGTHENED GLASS Dote: 11/5/01 5/ 22/02 Onto: 2/16/98 Scale N TS Resions: ADD GLASS DETAIL Re.s:on.: C -NO CHC THIS SH 2.784 1/2" GLASS 8ITE SECTIONS & GLAZING DETAIL Sheet: 2 4 \ ROUGH OPENING .500 PRODUCT REVISED as complying with t Rork% (Inkling Code Acceptant< No O e . I 02 aphelian Dal a YAW • 7 lam Division ALUMINUM HORIZONTAL SLIDING WINDOW Oro+inq Na. 4112 nt1C sr.l Paw c APPROVED 1/4" MIN. WOOD BUCK 1 1/4" MIN. 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.] SHIM 1 1/4" MIN. e 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 W000 SCREW APPROVED 2x WOOD BUCK TYPICAL SILL SECTION WOOD ANCHORING 1/4" MAX.J SHIM #10 WOOD SCREW 1/4' MAX. 1 SHIM 1D MIN. 1/4" MAX. SHIM --{ 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Roben L. Clark, P.E PE 1139712 Slnlrn�r�1 Fi TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM Reed ey: F.K. Rev F.K. #10 WOOD SCREW Date: 11/5/01 5/22/02 Drawn By: Dote: D.B. 2/ 16/98 Description, ANCHORAGE Series /Model: HS-710 Seale•. NTS APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING Revieieer UPDATED Rrvieione: FIX TAPCON DESIC. SneeC 3 a1 4 1 1/4" MIN. YHI IIIUCI I[r. V ISf:l1 complying with the PUMA, Ouidlug Codc _ Accepleocs No -/ ,0 . 02 Eeplratlu• Del•• "Mrs } Iasi Dade Prtdacl C trd DhYlos Title: ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 4 1 12 Rev. —H F 2.784 L --1 1-- .737 iO FLANGE FRAME JAMB 6063 -T5 ALUM. .062 �-- .705 .062 ® 5/16" GLAZING BEAD 1.187 --1 1 2.074 0 FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.349 0 FIXED MEETING RAIL 6063 -T5 ALUM. .062 - :h .723 688 --i © WIND LOAD ADAPTER 6063 -T5 ALUM. 062 1 1.183 — 1 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1 1.187 1.081 — •- - 1 O SASH MEETING RAIL 6063 -T5 ALUM. .062 1 1.373 but_i I f ,..273 2.710 - O FLANGE FRAME HEAD 6063 -T5 ALUM. Robert L. Clark. P.E. PE 439712 St.rocsoca4 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Reese By: F. K. Drown F. Description: 5enes /Modct: HS -710 O SASH SIDE RAIL 6063 -T5 ALUM. .062 III--- � a 1 — 1.122 I- 2.710 - •- - 1 ® FLANGE FRAME SILL 6063 -T5 ALUM. Dote: 11/5/01 Dote: 5/22/02 Oat.: 11/2/01 1.970 EXTRUSION PROFILES 5cah: NTS 4 of 4 Revisions: AQT)FD SHT Revisions: C —NO CHC THIS SHT PRODUCT REVISED Be ' d in g C o f uh0 cY. Pbx14y Doldlog Code Aca no CaaanJ F.tgnU � D ` �Jf Ml.nl owe v „ loci I)Ivl.w ALUMINUM HORIZONTAL SLIDING WINDOW 0taring No. 4112 • r� R.. I J'v 4/04 8LJI?M . -�a r R , , /9 A J14-1/ A. r R4ck titm-i I e4,4, Ax2 19., Q 5u fr r-.d hy kid p rQ uirb do-4i .y . / •,, / � ‹ Fri; . Ong 2 ' PooA 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. L P 03 - dd l Job Name 6) P ovick PA., 4r- 5 fig. 14. ko wr'4,64 .Dhow / 44194cJ froCdotQ5 4r s o b N % S S l o n/ 0 COr rec e c a P r ' / ( VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT PROCEDURES FOR SLBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A. MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS. C. RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A. HIGHLIGHT ALL CORRECTIONS ON PLANS.