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WINDOW'CONTRACTOR New Construction Name ` / �/ �-y� /1�� %U /' �G %L fJ • Enclosure , License No. z ‘96 e Home Telephone ,e15....„..75--y. c7 3 ` ; ` Address 14.5 / 4, /4,6' ,/,14-, re: D/ 2. Business Telephone Telephon , 5)ni- .52y/ F 301) 767-) et Qualifier Name �� Demolish \ PROPERTY OWNER New Construction Name vw \ 4— GICTRAL Ai/1%k /J Enclosure Address llosci a>,Jls 90 51 , Mt Skun.e Pt 33iy Home Telephone ,e15....„..75--y. c7 3 ` ; ` 9 Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other JV /AJ1)LL to he P-I Step 1. Job Address: 10 S / r- q2 5 � Address Folio Number Description of Work 1J( td k?1/.) Block Lot Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( )� Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 305 Apt. City State Master Permit No. Subsidiary Permit No. PERMIT APPLICATI®N Ativireaz rimer, INSTRUCTIONS - The following steps must he taken to obtain a permit from the Nliami Shores Village: 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. 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 23t :J Zip Zoning Square Feet 41 Units Floors Value of Work D / 41 d0 - CC7 Tex Assessed/Appraised Value Flood Zone Base Floor Elev. Linear Feet Bldg Value ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 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. AFFIDAVIT - Please read carefully. 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 all on Construction Lien Law and Choosing a Contractor. STATE OF FL RID j • . i al OF MIAMI -DADE Al ignature o Owner G.aemAKl Print Name Sw.rn to and subscribed before me thi day of 710 `��41f�T P � • : PIERCE H. MULLALLY Notary Public - Stata of Florida • My Comm. Eupirs Mar 19, 2005 ' Commission S CC994007 Signa SEA Persona of o ry Public - State of Flori Type of Identification Produced: PERMIT APPLICATION STATED " 1 , Signa . e o -'t /Qualifier /Q A4tlnAJ 4 Print Name Sworn to and subscribed before ' this day of r , Signature of Nota JO : GE L DELGA NOTARY P s C STATE OF FLORIDA COMMISSION NO. CC795971 MY COMMISSION EXP. DFC 11,2002 Personally known OR, Pr,oduced Identification k Type of Identification Produced: FLA Dal) U Ci tO •ti -115 °0 SEAL: COUNTY OF MIAMI -DADE ELECTRICAL T1'P1'. Minimum Fee Q'1'1" TYPE Dryer QTY TYPE Outlet, Appliance Q'1'1' •I Service Repair ' Q' fl. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) 9(/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL T1'PI•. Minimum Fee QTY. TYPE Condensate Drain QTY. 'I'1'P1': Generator Q'I'1'. 'I 1 PE Refrigeration, Tons Q'fl A/C Central, Tons Cooling Tower 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 Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. mi.: Miscellaneous Fixture Q'I'V. Ty i'I? Soakage Pit Q Y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair 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: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural , , � � /J Building Official f i�'1 ilrE 24 -4'.. Ur Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $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 Cl PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ 1 c� $ .� $ 1p 0 • (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ '° b v ■ CONDITION OF APPROVAL Revised July 2001 Miami Shores Village 10050 NE 2nd Avenue j Kding Permit Phone: 305 - 795 -2204 P Number: BP2002-1820 Printed:10 /24/2002 Applicant: ANN GORMAN Owner: GORMAN ANN JOB ADDRESS: 1059 NE 98 ST Contractor GARCIA, RAMON Local Phone: Parcel # 1132050180230 Signed: Signed:2 Contractor's Address: 4225 W 16 AVE Legal Description: REV PL MIAMI SHORES SEC 8 Permit Status: APPROVED Permit Expiration: 4/21/2003 Construction Value: $466.00 Work: WINDOW REPLACEMENT (Contractor or Builder) BY: Page 1 of 1 PB 43 -69 LOT 14 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. (INSPECTOR) BY: Fees: Description Amount FEE2002 -6028 Buildier's Bond $300.00 FEE2002 -6029 Building Fee $160.00 FEE2002 -6030 CCF $6.00 Total Fees: $466.00 Total Fees: $466.00 Total Receipts: $0.00 BLK 179 LOT 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 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, 1n1. or emplo 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 responisibillty for all work done by either myself, my agent, servants or employes. REG 001 102902 1235 110101 0 02310 231 Cfl!,0GE ._ __ • 1 , j . _ _ 17J 5 1 kit N MIAMFDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 . Your application for Notice of Acceptance (NOA) of: - Non - Impact & Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of. Construction, and completely described herein, has been reconimended 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 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 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 !,.; I 8.05 EXPIRE %; d Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sct forth above. APPROVED: 09 /13/2001 \ 1s01S000I1pc1000 \ \templates\notke accepunce cover pattdot Internet mail address: postmaster ®buildingcodeoniine.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLIiI1. 1311ILDING 140 WCSTr FL.AOU3R man SUrru 1603 MIAMI. I'LORIDA 33130-1563 (305) 375 - 2901 FAX (305) 375 - 29115 CONTRACTOR ).)CI•:NSINC SECTION (305) 375.2527 FAX (305)375-255m CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.29011 PROnuCr CONrttot. nlvt5tON (305)375-2902 FAX (305) 372 -6330 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Hontcpagc: hitp : / /www.buildingcodconlinc.cont PGT Industries 2 ACCEPTANCE No.: 01-0518.05 APPROVED EXPIRES NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 1. SCOPE • 1.1 This renews the Notice of Acceptance No. 97- 1124.11, which was issued on July 30, 1998. It approves an aluminum horizontal sliding window, 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 SFI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 710 Aluminum Horizontal Sliding Window — Non - Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4111, Sheets 1 through 5 of 5, titled "HS -710 Aluminum Horizontal Sliding Window," prepared by manufacturer, dated 11/13/97, revised on 5/8/01, signed and scaled 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 3.1 This approval applies to single unit applications only, as shown in approved drawings. SEP 1 3 2001 July 30, 2006 4. INSTALLATION 4.1 The aluminum horizontal rolling window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit up to 30 feet above grade, will require a hurricanc protection system, but for installations above 30 feet above grade will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with thc 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 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 properly evaluate the installation of this system Mat tcl P rez, P.E. Prod ontrol Examiner Pro Control Divisioi PGT Industries ACCEPTANCE No.: 01- 0518.05 APPROVED : SEP 1 3 2001 EXPIRES July 30, 2006 NOTICE O!' ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considcrcd alter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acccptancc 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 scaled 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 bc cause for termination of this Acccptancc, 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 bc grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acccptancc 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 oldie 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 Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and thi. last a c Manu I'er•r.; P. 1:., Product Conti Examiner Prods : ontrol Division ENI) OF TIIIS ACCEPTANCE 3 63.000 MAX 74.125 MAX NON - IMPACT WINDOWS 1.) GLUING: 3/16' ANNEALED 2.) CONFIGURATIONS XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 4.) ANCHORS: SEE COMPAR THE ANALYSTS TABLES ON SHEET 3 5.) SHUTTER REQUIREMENT SHUTTERS ARC REOUttlf AT AU INSTALLATIONS 6.) REF. TEST REPORT FTL -1620 ELEVATION LARGE MISSLE IMPACT WINDOWS 7.) CUING: 3/1r SENTRY CLASS 2.) CONFIGURATIONS: XO or OX 3.) °m674 PRESSURE RATING: 455.5 P.S.F., -35.5. P.S.F. 4.) ANCHORS: MAX. 6 FROM EACH CORNER 2 ANCHORS 4' APART, e FROM UCH MEETING RAIL MAX. SPACING AT HEAD k SILL: 12.000 MAX. SPACIVC AT .NABS: 12.000 5.) SHUTTER RC0IARE'MENT: NO SHUTTERS REOUIRED ' 6.) REP. TEST REPORT 171-1821 1 1140. 2 3 7 8 9 10 11 12 13 14 15 15 17 18 19 20 21 22 23 24 25 26 27 28 29 .30 31 NON - IMPACT WINDOW 7.) CLAZWC: 1/4' TEMPERED 2.) CONFNGLRTA NoN5: XO of cur .3.) DESIGN PRESSURE RATING: .55.5 P.S.E. -55.5 P.S.F. 4.) ANCHORS: 6' FROM EACH CORNER 2 ANCHORS 4' APART. 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT ,ANDS: 12.000 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REOWRED A7 ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 DESCRIPTION FLANGE FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL 4 SASH BOTTOM RAIL GLAZING BEAD - 114' 612234 WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL -ADAPTER SASH TOP le BOT. RAIL SCREEN RETAINER 3/16" Annealed Glass 3/16" Am. Gloss n /Dupont 457 1`4" Tempered Gloss x1/2 "x 3" OPEN CELL PAD Le 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 18 x .500 PHIL. FI SMS 7856A 18 x 1.000 PHIL. P.N. SMS 781 P0A SWEEP LATCH 71096 WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS Wstp. - PILE \FINSEAL SILICON WEATHERS?RIP BULB VINYL Wstp., THIN WALL BULB ✓NYL ANTI -LIFT CHANNEL 1 "x3 /4 "x 1/4' OPEN CELL PAD Wstp., THICK WALL BULB VINYL �2 Or R i L. rk. P.E. PE 139712 S,nmmral V.T. # 612225 612228 612229 612230 612236 612237 612238 ALUMAX 612239 612240 6532377 76XIPPA 78X,38PPT 70250 70251 71092 7BRWHL2 61062W 612244 6TP248 INDUSTRIES Io10 1tC*4010Gr ORNE Noro415. rL 34273 VENDOR P.O.. BOX 1329 NOMI rt 34274 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AL UMAX ALUMAX ALUMAX ALUMAX ALUMAX PPG. LOF lam. by Romog Verirom PPG. LOF MERCHANTS FASTENER MERCHANTS FASTENER MERC?W475 FASTENER MERCHANTS FASTENER MW. OlE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL - TECH /P. G. T. SCHL EGEL CORP. 62899 DOW CORNING 6TP249 TEAM PLASTICS 6TP247 PLASTICS ALUMAX 11~ +: ppwwrr T ti4.s My: ILMN: F.K. 17/11/01 O..n y. D.B. 11/13/97 1464s/Meaer. HS-710 OTY. /LOCATION VENDOR# 2 AF -72225 1 AF -12228 1 1 7 1 1 2 1 3 ( each weepnole 1 Anti -lilt Channel 4 (Windlood Adopter 4 (Sweep Latcnes) 2 (meet.roil 11 1/2 from ends 3 2.2 3 { 2.25 - from ends, 1 ® cen.� 5` from ends. 1 0 een. 2 10 eo. end of vent bottom 2 per Roller .Housing. Vent top /bot. & meet roil 1 (frame head 0 vent midspon) 12 (10 eo. end of meet. rail) TEAM PLASTICS Glazing Bead (3/187 AF -12229 AF -12230 AF- 12234 AF - 12236 AF -12237 AF -12238 AF -12239 AF- 12240 532377 PCT.2 XX 7 -M10 -250 7-M10--257 70312 FS7826 - 187 899 Vent tomb Glazing Bead (Sentry, 1/4') 7P -249 TP -247 AF -12244 TP -248 NHPROVEO AS COM1./946141U0 INC SOUTH • OS. tIm90l1 MILD' COYPILUCE ACOFTM CEI EQ OS IQ • os REVSD: D.B. 6/9/98 REVSD: F.K. 5/8/01 Qrssrleliss: ELEVATION VIEW - IMPACT (XO) Wei ALUMINUM HORIZONTAL SLIDING WINDOW ki: SAMr •4 4e4 Ns. NTS 2 1 & 5 I 4 1 1 Rev. 63.000 • MAX 58.250 MAX DAYLIGHT OPENING —1 2.710 ROUGH OPENING 57.000 MAX DAYLIGHT OPENING ROUGH OPENING 2.784 .705 GLAZING OPTION: 3/16 ANN. — •• - i 2.643 74.125 MAX HORIZONTAL SECTION GLAZING OPTION: 3/16 ANN. w /DUPONT 33.625 MAX DAYLIGHT — OPENING GLAZING OPTION: 1/4" TEMP. 1 .500 2.784 ROUGH OPENING APPROVEO AS COMPLYING WIN 711 al °t. garaer°E rr PROa, ROl omsloN e:1:ORNGOoOE CO'APWNCE ()FIR ACCEPTANCE NO,UI'OS t$• OS OPENING VERTICAL SECTION REFERENCE: FTL —1819, F L-1820 & FTL —1821 CORNER DETAIL BUTT JOMT AP 2y6/ Robert L. park, P.E. PE 139712 St n mat INDUSTRI S e..,° b r: F.X. 7 /1v /D1 Drawn era D.B. 1070 TECHNOLOGY DRIVE P.O. BOX 1329 NOROt4l5, rt. 342n MORONS. rt 34274 CM/ Or p...: 1 1/13/97 R.wrq: REVSD: F.K. S/9/01 REVSD: D.B. C/9/98 Os AMA/4m SECTION VIEWS - IMPACT (XO) ALUMINUM HORIZONTAL SLIDING WINDOW Sar4 -/N.Nt HS -710 Scpr: NTS Snsel: 2 w 5 Drawn, NA IAm: 4111 C' COMPARATIVE ANALYSIS FOfti GLASS: 3,16 ANNEALED FTL- 1620 NOTES: 1.1 Nembarg in 1 1 parentheses are evantllv of snot ors per side, 2.) Negative Design Loads based an Canparatiw Analysis and Glass Tab)o ASTM 51300. 3.) Positive Design Loads baud on Comparative Analysis and Water Test Prussia,. 4.) Romberg an for 812 screws erg 114' Tapoons. 5.) (1) anchor 4' from malt side of meeting rail is required. (Total of (2) anchor at each meeting rail.) Anchors 6' Mon each comer and as loflows: Maw. spacing at Mad 8 sin • 15.250' Max. spacing at jambs • 12.500' MAX. SIZE 74.125 x 63.000 Window Width 24.000 (4) 26.500 (4) 37.000 (4) 40.000 (4) 53.125 (6) 60.000 (6) 56.000 16) n.o0o (6) 74.000 (6) Window Weight 26.000 (2) -120.00 .120.00 -120.00 -120.00 . 107.70 45.90 -73.10 •63.50 40.90 pats 66.57 65.67 66.67 66.67 58.57 66.67 66.47 63.50 50.90 30.375 (3) M9 •120.00 .120.00 •120.00 .55.30 40.30 •72.30 47.30 40.60 .55.50 pats 86.67 66.67 86.67 66.87 66.67 66.57 66-67 56.50 55.50 50.625 (4) neg .120.00 .120.00 - 107.10 •07.50 •55.40 33.20 -49.60 47.30 46.50 pea 66.67 66.67 66.67 66.57 5640 5320 45.80 47.30 46.50 63.000 (6) - 120.00 • 120.00 - 91.90 .57.20 .48.00 -41.10 -38.10 -36.70 46.50 pas 6657 66.67 66.17 67.20 40.00 41.10 38.10 36.70 36.50 Robyn L aark. P.E. REFERENCE TEST REPORTS: FTL-1819 & FTL-1820 7.1ar, COMPARATIVE ANALYSIS FOR: GLASS: 114 TEMPERED FTL- 1519 110TES: 1.1 Nua+hors In 1 1 sarenthesas are wlntity at anchors per side. 2.) Moistly. Design Leads based ow Comparative Analysts and Glass Table ASTM 61300. 3.) Pealtive Design Loads basal en CamparsNvo Analysts and Water Test Pramual. 4.) Number are ter 612 screws or V4' Tapcoea. 5.) (1) anchor 4' bon each side el meeting rail Is roquirod. (Total sl (2) anchors at each meeting rail.) Anchor 8' from each center and as fellows: Max. spec ng at Mad 6 sill = 15.250' Max. spas rag at Jambs • 12 800' Wlddow width 24.000 (4) 25.500 (4) 37.000 (4) 48.000 ( 53.125 (8) 69.000 (8) 68.000 (6) 71.000 (4) 74.000 (6) Window insight 26.000 (2) Mg .150.00 .180.00 -180.00 -190.00 -155.30 .123.90 •106.30 41.60 47.60 pea 66.70 65.70 66.70 66.70 66.70 66.70 66.70 66.70 86.70 36.375 (3) nog • 190.00 • 150.00 •190.00 •121.70 - 109.50 -8450 40.00 p0s 55.70 56.70 66.70 65.70 56.70 56.70 55.70 66.70 66.70 50.625 (4) 03 - 190.00 -190.00 - 172.10 •150.00 -15520 Pats 66.70 66.70 66.70 .142.10 66.70 - 13220 66.70 - 121.70 66.70 . 100.60 44.50 .60.00 66.70 66.70 56.70 53.000 (5) nag Ms -190.00 - 190.00 - 132.50 - 107.60 45.70 41.60 45.80 41.30 65.70 66.70 66.70 68.70 66.70 56.70 66.70 66.70 40.00 V1.70 MAX. 512E 74.125 a 53.000 Ar re3vgiSSCO1vinNgWIHRIS SOUTH FLORA RAMC CO3E nmSloa MOW =enact Norl n5tit• o$ KNDU ES F.K. (7/1 Dn./. 0.8. CIAO 9r. )Oahu 1 1/13/97 OreMpteir COMPARATIVE ANALYSIS - 3/1 6A & 1/4 ALUMINUM HORIZONTAL SLIDING WINDOW SMe4/iarer: 1070 FrovvoIOCr OWE PA 902 ISZt A06 IS. R. 34275 NO#Otr6. It 34771 NS -710 sc.1.: NTS Pf.11an< REVSO: 6/5/98 REYS0: f :K. 5/8/01 Shut 3N 5 Doting Mr. 4111 T , - • 1 . 1.250 • • • • O 11 v TYP. HtAO TYP. SRL 1/4' TAPCON SEE SPACING ON SHEET 1 1 x WOOD BUCK A. 1.250 -.250 250 UN. 2 x W000 • BUCK /12 PANHEAD SEE SPACING ON SHEET 1 /12 PANHEAD SEE SPAONG ON SHEET 1 TrP. •AIj9 JYP. JAM@ • • P • 2 x WOOD BUCK /12 PANHEAD SEE SPACING ON SHEET APPROVED AS cOWLYNC NEW THE DATE • 4 REFERENCE: FTL - 1819, FEL- 1820 & FTL -1821 Vd: L Clark. PE. PE 839712 Structural T_ 1NDU ES R• •sd Itys lOaks F.K. 7/11/01 ounu O.B. 1070 Tft1NOLOCT MAC PO. !OA 1529 AOKOMS. a 34275 NOKOMIS. PI 3074 Chad Ittl rev Wits 1 1/13/9 R•w•i•nr. REVSD: F.K. 5/8/01 REVSD: O.B. 6/9/98 ANCHORAGE ALUMINUM HORIZONTAL SLIDING WINDOW s.rir,/N•ae HS— 710 fcr•: NTS 4 .i5 4111 PROOI/CT ROLO3vISION • COOS cOYPWNcE ACCEPTANCE NoQt - 0%14 4NS. h.— .705 1 ----- .062 L _ 5 2.784 1.187 I.062 I L 1— I — I 1.403 --I E-- .737 • 20 FIXED MEETING RAIL • 0 FLANGE FRAME 6063 —T5 ALUM. 6063 — T5 ALUM. .678 ---{ 1.057 SO 1 /4 " GLAZING BEAD 7.187 .062 6063 —T5 ALUM. .062 1.183 1.349 1 1:ii SASH TOP & BOTTOM RAIL 0 SASH TOP RAIL 6063 —T5 ALUM. 1.970 1.349 1.291 0 SASH BOTTOM RAIL 6063 —T5 ALUM. i .062 —.4-- 062 —±— — .723 i__ ^ 0 6 � I — T I! 2.O 1.273 1 1 1. 122 _I ® WIND LOAD ADAPTER I 2.710 --I 7 2.710 ---{ 0 FLANGE FRAME HEAD 0 FLANGE FRAME SILL 6063 —T5 ALUM. 6063 —T5 ALUM. APPROVED AS COMPLYYINOIMIN THE SOUTH FLIT, ern Err 3 FR ...CT ... 'a ON15gN DOLL ' CODE COMR.NNCE OF ACCEPTANCE N0.01 MSIR .ac 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE: FTL — 1819, FTL — 1820 & FTL — 1821 6063 -15 ALUM. , (if 26./. L Dart P.E PE 139712 Strad Wal IN RIES Ansi *lbw. F.K. 7/11/01 O..en �• F.K. 7070 1FCf W1LOCY ORJVE P.O. BOY 157 NOKOWS, FL 34275 NOKOMIS. FL 342 74 ciao re.tc 5/6/01 9aaan/rir• EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW a.n../tue.c HS - 710 Reaiaimu: REVSO: F.X. 5/8/01 REV SD: 0.8. 6/9/98 Sella: NTS Sig et: 5.'5 Osoin9 Na. 4111 R...• FAYSR: PGT INIDUSTRIES' At 04,''4.'02 _ 5-„t PRODUCT C:ONTROLJ'4OTICE OF ACCEPTANCE PGT Industries • 1070 Technology Drive Nokomis ,hL 3427S The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: E.XPIRF APPROVED: f 110112001 0629.08 AsOii0101‘prc)00014eropti lt,otic. Acceptance cover page.(lut Internet mail address: posimasterie buildingcodeonline.com It11AM1.1)At)M: COUNTY CLOR11)A 1v113T1t(- 1)Af3E FLAC1I R I)Ull.t)IN(i t1U11.UINC COM CONIPHANCT, OFFICE. METRO t)Atfl. MAULER 1]u11.01No 14(1 WEST FI.A(;LEtt MEET, surrti 16(13 MIAMI. 1 [AR.11)A 33130 1563 (3 05) J /5.2901 FAX (J03) 3 75.29U1 (.X)4l'It.tCIVIt 1,1eliN:+IN(: SI:f.'r(c)N 003) 3734327 l'A\ (305) 375.2351( (X)rr* Crott I NI >ORCF.1rty'I' utvt•rc,,v (30i) )75.29(6 PAX (1031315.270N v 1frt)Iter (.: lr4rnot. n1vr51nV MI) 371.2901 FAX (1n3) 172.r* r ) Your application for Notice of Acceptance (NOA) of: IDU - 741 Al S' l ' .. , ti dfld'e` tipter 8 br ibe Code of Miami - a a(le 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 data: stated below. IICCO reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the A pproved manner, BCC() 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 nieet the requirements of the South Florida Building Code. Rani rccxtt,guct Chief Product Control Division Tjl:!1$ T .OV R H : E 7 ' t ■ F : hD17 "I( NAT. PAG 5 O f GE,NpRA1, collatilON5 t1UlJJ lNG C .J ' V T UWI W (:(i�VIM1(1 TJE.f 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 (.:cxlc Compliance Office Hontepage: http: / /cnwt+.twildingeodeonline.cr►m , FGT It:DU CRIES At 04. 4,'a? a 9: ' Vinyl Tee:larazressivc Clay; ; T01110lo y ACCEPTANCE No.: 01.1629.08 A.PPROVE1) .Naycmt >crUl,,Zt1f11 EXPIRES November 01, 2006 N1QT1(x.E. ACCEPTANCE: SPECIFIC CONDITIONS J. SCOPE: This revises 1t; renews Notice of Acceptance No. 911-0223.0t, which was issued on October 22. 0798. It approves an aluminum single hung window, as d&,sc:tibed 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 :VFW Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRO'DU .-r DESCRIP'T'JON The Series Sf1. -701 Aluminum Single lltrng Window •-• Impact and its cotnponcnts shall be constructed in strict compliance with the following document: Drawing No. 4040, tilled "S1-1 -701 Aluminum Single Hung window" Streets 1 that 4 ot' prepared by manufacturer, dated 21919, OR- 18••48 and last revised on 10-11-2001, signed and sealed by Robert J... Clark, p.n., bearing the Miami4Dade 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 Water infiltration requirements. see design pressure. table. 4. INSTALLATION 4.1 The alutninurn single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABEL1.NG 5.l Each unit shall bear a permanent label with the manufacturer's name or lop, city, stat and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall he ,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 O1licial or the South Florida iuilding Code (SRC) in order to properly evaluate the installation of this system. 2 I1;k4.1 • t•\r1nc1 (shag I. Chanda, P.E., Product Control Examiner Product Control Division F'� = : PGT INDU IES At 04.'24/a2 •g: - , • Vinyl 'tech /hro2ress ve Glass' Technology A((:I r'rANCE No.: 01-0629.08 AVPRUVEI) November 01, 2110( NOTICE OF ACCEPTANCE: STANDAIU) CON1MTIC)NS November 01, 2006 I Renewal of this Accept;u*ee (approval) shall be considered after a renewal application has been filed and te: original submitted documents, including test - supporting data, engineering documents, are no older than tight (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 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 thc evaluation of this product and the product is not in compliance with the code changes, b. The product is no longer the same prodnel (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation oldie product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, Suid/ot 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 tee) and granted by this office. 5. Any of the following shall also be grounds for removal cif this Acccptancc: a. Unsatisfactory performance, or this product or process. h. Misuse of this Acceptance as tut endorsement of nny product, lot sales, advertising Or any other purposes. 6. 'line 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 he done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to tine 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. K. failure to comply %vial► any section of this Acceptance shall he cause for termination and removal of Aceeptance, 9, This Notice of Acceptance, consists of pages 1, 2 and this last page 3. END Of THIS ACCEPTANCE 1 c late 1 • L. .r n1' ............._.__.......... (shag 1. Chandht, P.E. Product Control Examiner Product Control Division LAP P f4IP4•2 KINCYLV$ r. CA:View A. 5, ctosz otreoir5/.090 .erageo4 8. stre• cusr. rife• eoeerpost,,,c7t6Z 0=1? ertAces.sde) 2.) calirCAPAressIs OX C-ESG'• US 4i5.; tiat 4 .j Asurt.C.IS. Liss: 5 54.0 Argy 14,1•st SA:Fr =Aria 1• 1441 . ,SP2sysics Ass WO gts. rAno Not SFAZ,A; AS JAWS; ra.125 • 5..../ REVMtitt reC Rf. ▪ ) Rritta.'Xr stniTr. rt-M59 rTz.../; 07:7:7C14 ,ti..r. If I r . 'rs...A..'1,S:s .- "%AL CoWs.s9- • -I 0; ---.: f /Um(' .,,, . .4.-2.1. 5C.`.-7.5 ' f.1:2.4 T t t..v? Inv a0i-T5 , 512,ze '7.... rr4t, ,...t 0•151 RN 4f [537:t.:1 •' , „ft.t,T 4F5 or-v* rftSs ;'1Y1. sA'ss - 5 ''•-• , C) d "C: • i 1 *At • AN'L . 44 - 121111MEra-ATIMIIII111211stiaaliZet--AEL,F64.1. 21 101111t. • e. *". Rots'af. L. ar:s.• RE. P5 03 .56.1 As.sts. Tr, e •• `A. 12 crr. LOC.r■CP: 1 :tc...e ,s r121.:.0‘. clot? , 6 u. "r•-ti. :.114.4...4 p,.. N.«., . ... I 1..•;" tnw. efre IK ......1 toy eogibMalA■iiRE Ole •L'Agnt.4..1r t • .X, ......... . I 1 21e ssiols. is >. 4 -11 iaMislit ;2' r.resp West ScfewsT istCP-I'441Rit7 rfir i .sic 7 Swet Lea 1 Er • i •1 • t , !men t...::. r •o.v 1, 14 LA •fe & Aimpt*:-.-visama ns• :NW sr..P1 Z. ke.ripaiwrits. !ace a:woe WI.1 f lr..- 1 4g - AEE AV. PFICt) Ira ..41 r • , • • ?.44'. .17.1 DFSiGN PRESSuRf. RAVNG (.SF.) s tmmucra. S'FS 1..4144.14rE0 11/ CLAsS PEA/ SMExiQ'll.ef:Y4EC. CLASS :VAT :2? WAITR iqrSTEX.T**rerAV 1W9 rr tk Jaculaa 1.c.7 !1c= R 5 4 -5C47 psat. • .et6.7- - 847E 1 :•07D sair.accr ote.r xj ▪ : , , A4 if ,1 , 0 Cy:VG .- F iitfiNiC ? AcCW145. n .14275 ..1...t.1•..• Va. J.. C.- -- * P.0 trJ46415. )074 - 70 1 s 7 : .f 4 i 6C4 132 . lareolvani•s: :*••■•Ar so. 1p RODUCI RENZAVK iwntrioc F •;•::. ;CV; ?jou rA er7 — . ;;. ia../siss; .,.- sougancog Igswes. Ire Ilk.* Saw: 1tss , I ,.....,....,F i . r . t •.',19 1 1 a ' , i- 4 rS k IST i _...,. r..4., 4 ...... . .- -1— t ya4 .€/riPetr.8 ?E°T cit.- 408 34.500 0.tri.r>4 : 123 RILC SECT: 0 fr rf5' . f.:> •r • Rzbe-i 1.. CI& n. Pr_ /387.12 cd.rue,d." eacto.v.: awn ;LW: OPEN/8; iQRJZQWTAL c L iitCtDC.CT RES-MED - Ixtre&-:-0.. act! ; c7grA,.. ! • • a st• , 6.1t Pr ; k•or. F. . ; C.V! VC; ri8/9e jilratasstz A RIES ..... r D. S. 1 219/9e. I c•FCTKYS •...... , otv in....octocr este I LIMJNLIM SiAtC? E ;-e WC.I'-:D nii P.o rat 15i8 r..rkmewee. frfti i Or.. • ACV:SANS. f t J12 //4 ;-7kt- 70; 1 MIS I 2 -: i • t i i•■ 2. 'f ----.4 1 i 1 .: : TM: - iii _.....-n........_;—r 2-31; ---1- ,;4 t . 1 ---- — i , - j - • v -■. ; 187 're- ( .n - I : ” . rr , 2.029 -4 ;..1 I . .4 '3 i- p'-- .052 .4 3 Aug./ 6:63- T5 LA= F-053-T5 .050 REFT?EoCE TEST r-;65 At1ivi 6063-73 5O3-T5 /7" um go- - - .523 , -o4 : 1 23 • .LM!. 6053-75 1 .4-- .2.325 !.95;74 — 1 ;J .42.;;AL 6053-75 P°1.45:-.4 I , ; i 1 f .6) 41 5065-73 ArtiviaX7 tANS seanr.. -1.4. 45%:: Mt* te.,Kt:egf. PL. ..14V. 1••• ••••.: • 4 ' /2 .: . , . „ , _ ■ .1. L. - . e,:c. . • i i t I :lqi If 114, r, c - s 'll i 14 %s. ri \-..:-...-■.4./ rz-.14cs r .02 ;ArrERLATEN --.1.,- SAFLE;r 0!' EL^,turiA te: 4 AWEA' r.r. VAC! - /-1, r 5 (C. TPENE, L'Ai-Pows- F19 -.7LAS:c! ras. 8 PoweveIne• • 47- TRUSON , 4 ., ,, GLA2ovr, DETAILS 1C/7 I a” .45 e`i e/943 2/$198 ALUMiNUM SINGLE HUNG 1.rivDOW I. red4e Saw 6"..4-7VS i NTS 3 •• EXTk. imoDuc: REV-Lv•SZ *;ov ,•-■! -ro Ci•••■•• Ntx 404:2 4 1_,:•1_1(u • • •e j -.-. i 1 , I , i i, • • • e", i a • ! t i ' -- -' - i • - I , .. Mir!: RT ?EST 71.? S'rt r • • • ••• • Fallen L RE PE t3771:1 r. , c7c reawcticar qoecues, fl 1075 AO. rex 'GM's. IL 14.1-71 Prows * AS. Mir 4 b. twr• ANC Ar,*r POI tt. f•••■ ) "..e [ • - • 1 1?1 „. • • \ -• ' bee ••••••artr 10/ TZ, 7,45Lr )+, • 4rosscr e.; ie/2.9 —••■ WAX. rr? Jima (ATP: !FIr ;IF trriVX: i s:A=74.n. •6.. L , 46‘.. — R.tax: .1 inr... 7: (IXIA4.10trialrgorr$ AL L.:AVM U.M Si NO 1. ; Its4 • &we iira.L.4 N TS ! 4 •• 4 1 40 18125/01 17:48:37 941.480.1988 -FBZ -> Oct -13-01 12:26pm From -PCT INDUSTRIES MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: 1 "x travy Alumiuttat i Tube Clippt4MulAR1 under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and "Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved planner, I3CCO 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 Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -4 23.02 EXPIRES APPROVED: 06/28/2001L THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM 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. 1Ls04S00011pc20001ttemplueslnotice accepunce cover page.dot Internet mail address: postmasters httlldingeodeonlinc.com 3057572329 Page WIZ 9414801900 MIAMI - DADE COUNTY, FLORIDA METRO -DADE. FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE NITRO -DAME FLAGLER !WILDING 1.10 tV('s5T FLAGLER SiRlEi . SUITF 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CON ru,t('IOIL I.lcENSING SF :(: I ION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DI VISION (305) 375 - 2966 FAX (305) 375.2008 7 Raul Rodriguez Chicf Product Control Division T -334 P 01 F -I82 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Otlice 1tomepage: http : / /www.huildingcodeonline.com 1}tr1.124.1,4bL. ��T�. . 10/ 17:41:24 941.400.1900-FB2 -> 3657572329 Page RR3 Oct - 13 - 01 12:26pm From - PCT INDUSTRIES PGT Industries 2 9414801900 T - 334 P 02 F - 182 ACCEPTANCE No.: 01- 0323.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFRC), 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 1 "x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing thc 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 rcferred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or Ix4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in thc individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance, clearly narked to show the components selected for the proposed installation. 6.1.4 Any other documcnts required by thc Building Official or the South Florida Building Codc (SFBC) in ordcr to properly evaluate the installat of this system. /i . .. / Manu Prod Perez, P.E. Product C ntrol Division : JUN 2 L.200L : JUN WOK_ 200_ Examiner 18/25/81 17:42:19 941.988.1988 -FB2 -> 3857572329 Page UM Oct -13 -0I 12:26pm From- PGT.INDUSTRIES PGT Industries 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT NCE 3 9414801900 T -334 P.03/09 F -182 ACCEPTANCE No.: 01- 0323.02 APPROVED EXPIRES JUN 2 8 2001 JUN 2 6 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the 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 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 shalt 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 of Acceptance. Manuel 'er , 1'.E., Product Con xamincr Produc. ' ntrol Division GLAZING PRODUCT IL_ PR_ MICT�) - TIP. MULLION GLAZING PRODUCT M GLAZING PRODUCT GLAZING PRODUCT Y PR_ MICT�) . 6 / A R W - W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE • 8 •. r' OR D' 90TH NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCA77ON REFER TO SHEETS 2, 3, 5 .4N0 5 W-1 GLAZING PRODUCT 1 Tr w. MULLION PRAT H . H1 +H2 (1) WINDOW MULLED W /ONE AB0 FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +112 MULL LENGTH = W ANCHORS: 1rPEW. •C' OR 'D' 80TH ENDS w� Robert L Car P . P.E.i39712 w MC/AWE TYPE A Y� W1 +W2 H - HI +HZ (20 WINDOWS MULLED 'N/ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) IMX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR /11 -+W2 MULL LENGTH = H1 ANCHORS: TYPE'S. OR b 80TH ENDS w ■ H2 H1 --WI- WS-- —w3- -� W W N1 +X2+WJ H NI +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE .5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR N14W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W,3 MULL LENGTH = H1 APPROVED AS COMPLY:110V1111 SCUM JUN 29Q1 PR lPCN , wcaNPllUNw BO COIN ACCEPTVICE N0. O 1 2. WINDOWS MAY 3E MULLED TO A 14A)l. OF 5 UNITS .3. MULLIONS ARE APPROVED FOR ' MPACT AND NON - IMPACT 4. REFERENCE TEST REPORT r -2902. 2903 AND 2975 FAT INDUSTRIES 1070 TECHNOLOGY can . •+GIANTS, a :4271 Rood Or: um.c dn.n 5)c ChM Las roe IOX :529 "� Hollows. FT. J.274 MULLS 4/28/00 7 HE VY NALL MUL n N 3 CO CO 0 OD 0 0 w a LION ARRANGEMENT OE 8cn: Show: • Acw. 1x ,1 do' 5621 T IT:E6:LI TO/S2/8I P.C.T. Ix MILLION MULLION CLIP CUT FLANGES OFF OF NULL CUP TO FIX& A le—CHANNEL ANO INSTALL AS SHOWN r 5. MULL r MIN. P.C.? MTILLION FOR I • MULL i* tefleill MULLION TO MULLION INSTALLATION TYPE "A". TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE '?", NOTE 1. FOR MULL SIZE 'AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 de 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY JF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPENING. 2. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 +I4PORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE • CORRECT MULL SIZE AND PRESSURE REVD FOR YOUR SPECIFIC APPLICATION. /12 KM S.M.S. STAWRED ON OPPOSITE SOES So TO WIN GAON 01NER) 112 =PP Aa. MUST DE IYITE COUNTY ,Peso. SEE NOTE /t 1F ' S7V(7 Robert L. C.Srk. P.E. P.E. 4397I2 TYPICAL MULLION TO STRUCTURE WITIt WOOD BUCK REMOVED FROM CONC. TYPE "C" • 1i MIN. OR 4*— /12 PH. S.N.S. STAGGERED OPPOSITE SIDES (SCT AS P405 TO INTERFERE PITH CALM OTHER) SEE NOTE 11 MIN. I MIN. (TYPi (TYP TYPICAL MU ION TO STRUCTURE WITH W000 RUCK AND CONC. TYPE 401. f Thpcom (248,0 • 4g )100 • OP moo( • smvcruRE ALL FASTENERS MUST BE 040E COUNTY ..PPROsErt SIX NOTE 11 /12 F.N. S.M.S. STAGGERED CR OPPOSITE 910ES S17 AS NOT 10 INTERFERE KIN EAR-11 °OCR) SEE NOTE ri" TAPCON (246 4454. t PENETRATION CONCRETE CR CLOCK STRUCTURE. ALL FAST MUST BE OADE COUN • APPROVED SEE NOTE ctrnr4trril FtT INDUS TRIES too =mot= cow 1/40 FL .34275 Raid er Dom 'Gal 8K RMOk011: Oros. ar P.J.P. I °° 4/28/0O ; Dosonelion: 1" HEAVY WALL MULLION & CLIP ,NSTA Iteaspbea iSaaw SM.C: Ormaq P.O. CM 1522 NOKOMIS. a J4274 MULLS 1 x 2°'6 1 5 0 co. co ■=1 AP AO COMPLYIVG 7475 g KOH qaterentr av a1444.41.-e- 7P3ar 9147A0t 0nel81074 sumectoor COLIPLIACC AXEPTRPCE NO a i• 3 43 Cal Lt.:4TICA, OE 21 <SI c0 -11 1MMRTANT^ QUANTITY OF AICHORS SHOWN ATE FOR A PICTORIAL REPRESENTATION, OILY. FOR CORRECT o 4M11TY OF AICHORS PLEASE RiFER TO CHARTS A00 FIND THE CORRECT MULL SIZE MD PRESSURE RIO'D FOR YOJR s/ecFtc A/PLICA T ION. CLIP LENGIY CHAR FOR 7, MULL ma! SIZE t 2 x 1 r x u 1 • r x ?1 I z 4 x 4 4 MAX r 1' MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1 ° MUI 1 rj IP W/TABS REMOVEQ TWO (2) .ANCHOR LOCATIONS EXTRUSION C$ / 1099 MIN. FROM ENOS (TYP) 1 # MAX. 4. MAX. 1" MULL CLIP THREE (3) ANCHOR 1 OCATTONS EXTRUSION OW / 1099 WIN. FROM ENDS (TYP) I, I d r. --- --a " 1MII L CLIP W/TASS REMOVEQ THREE (3) ANCHOR LOCATIONS ATRVSaN C j 1099 Srrt Rood 9r Oea: •,.. ?. J.P. Roraima: n.ft3 04serWNar CAtd 81c 19Nr 0UI 5/2.1/0) ANCHOR LOCATIONS URN: 1" MULLION CLIP P.O. 00X 1319 MULLS ScaN, �5hoo1: :rJwcq 1 y a ,J 1. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 ' ad.( Lx= 1L.(. MIN. FROM ENDS (TYP) 1- rT4• MAX. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSO/ OWO / IC99 MIN. FROM ENDS (TYP) 1" MULL CLIP 'W /TARS REMOVEQ FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 1 INDUSTRIES E I07J a ?WOt0cr 0Rnc NOIaOWS. AL 24173 110KO.WS. 11 .34271 • MAN. ENDS I I ( 1 MAX FROM ! $ 4 • MIN.J {- -A --� 1" MULL .CLIP SIX (6) ANCHOR t CCATIONS EXTRUSION 0560 / '099 MIN. FROM ENOS (TYP) 662' " SIX (6) 4NCHSR LOCATLQN_5 cm's*" )», /AI NAEOASCOMPI'INOW 5ourt4I RJ¢+� ;a1n JU(�J P•tO00C ONTNOL OMSIC! =LONG C00EE COMPUANC: 6N101N0 Cf 2 •:'ANC: tq. l - (r! 0 UD 0 0 0 8 2 t 4 _ - 4 8 } 2 NOT r, 1. REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 8 21 32 ' 16 Jx HEAVY NALL •HULLS MAT "L: 6063 —T6 -I- R1wd Sr r. wienstlorc ne.n P.J.P. 1 4 I INDUSTRIES � r 1" 7' HEAVY WALL MULLION OFILES Robert L. k P.E o70 wao at* P .0. ear ; 529 s.n.,�.aa e s or. s* .rt.: a•,...; �. P.E. 439712 HONGNLS, ft :4275 ■040155, n J4274 I MULLS 1x ; 4 of 6 i 6627 co APMCVED COMPLYWGLMTY o SOUTH .' 10A SUR.DING CODE O Pq0 y •.. SRCL DIVISION SOLOING COLE COMPLIANCE D ACCEPTANCE co. 0' - O 31 3 1 x2x.375 2 Anchors 48 50.625 54 60 63 66 42 155 50 43 72 38 32 76 32 27 78 84 90 96 108 1111 1441 50 129 115 94 67 58 84 54 54 90 43 43 96 36 '. 36 108 25 25 111 23 23 1441 - - 60 142 116 100 81 58 49 30 25 24 19 16 20 16 21121 70 80 134 107 91 73 51 44 38 29 24 22 17 1x2.75x.375 3/4 Anchors 50 60 70 42 170170 170170 170170 Ir.\ 46 1701170 1701170 1611170 50.625,1701170 1611 170 148 54 166;170 147;170 1351165 60 1451152 1271131 1161116 63 131;131 112'112 99 ; 99 66 1131113 97 97 85185 72 86 86 73 73 65 76 73173 62 62 54154 78 87 1 67 57 57 50 ! 50 45 ; 45 40 40 37137 32 32 1919 17 15 OPENING WIDTH IN INCHES 130 102 85 68 1 64 47 44 40 37 34 26 22 20 16 28 . 28 30 `, 30 26 28 23 ; 23 8, 18 16116 15 90 130 100 82 32 24 20 18 80 90 1701170 1701170 1541170 150i170 140 136 126h53 1211146 1011107 1001100 90190 8484 77 177 72 1 72 58:58 54 49.49 45145 45 45 41 141 35 35 32 ; 32 26 1 2G 21 : 21 100 110 130 130 99 99 80 80 83 42 35 30 22 18 17 1 I - 62 41 34 29 21 t7 16 OPENING WIDTH IN INCHES 120 130 160 130 130 130 99 99 99 80 80 80 62 62 62 41 41 41 34 34 34 28 28 28 20 20 20 17 16 16 15 15 100 110 120 130 160 170170 170170 1701170 170 170170 1491170 1491170 1491170 1491170 1491170 1341170 134 134 134 134 119;142 1181141 118;141 1181141 1181141 96 , 96 93 1 93 80 ; 80 77 j77 6 68188 65165 50 48 148 42 142 40 t 40 38 36 30;30 24124 19 19 28 28 92 22122 21121 18:18 17 92 76i 76 64164 46 3838 35 1 35 27 , 27 1 I I I f t 92 192 78 L76 63 163 45 37 1 33 1 33 26 , 26 20 1 20 16 16 92192 76176 83163 4444 36136 32 24 [ 24 19119 151 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, �7 CONSIDER 'ONLY TWO ADJACENT UNITS AT A" TIME. SEE SHEET 7. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,(�C Cchsr.0 _ � �s9 /L :eon. n. Our, Wove, 4Y: Dale ca.e Cyr ioen: I 1 Draw CPA P. J.P. I oor` /28/O0 D.rc Tab:: Vertical Mull �,Opening� Width Mull Length Horizontal Mull T--- Opening Width I— Mull Length Multiple Mulled Units .Opening Width Mull Length PRESSURE CHARTS 1 „ HEAVY WALL MULLION ,PP ROVED AS COMPLYING VATS :40'4 FLORIDA SLALOM COOS 3? ee oCCO,t�,CONTROL O I CN ?U'LCtNG CODE CCMPL 4CE Cf >CCEPTANCE:IO. DI oss. 1 Sra. /Moen: Soon, SANE: :ro+wna No. P.O. EGw len n o x Mg$, rt :4174I MULLS NTS i 5 ' 5 15521 a. o 0 —4 0 0 T N ; 8 4 i3 '2 '6 OPENING WIDTH IN INCHES 50 1701170 1701170 166 1521170 1331152 125;143 1181135 1061108 91 191 84.84 67'67 31 131 29 60 170 ;170 1601170 148 1351155 '1171134 1105126 1031118 92 192 77177 71 57;57 54 ' 54 46 146 44 ! 44 38 ! 38 26126 129 24 1 24 1 70 170 1481169 138 124042 1081122 99 :114 93 i107 81 6868 63 50;50 40140 80 I 90 170`1701701170 1411161 1381158 129 1161133 1121128 99 94 1 107 92;105187;99 86 1 97 1 81 1 90 73173 61 161 56 44 ; 44 38138 67187 56158 51 40 40 32132 33 33 29129 26126 23123 20120118118 21 121 18118 1 1 1 100 170170 1371157 123 1091125 90 1103 83 X95 77185 63 52 48 37' 37 30130 24 17117 15115 110 1701170 1371157 123 10 j124 881101 81 193 75 182 60 1 60 49149 45 35; 35 28128 23 :23 15 115 - 1 - 120 170:170 1701170 1371157 1701157 123'141 154 108 1081124 88 1100 80;91 73 180 58158 47147 43143 33;33 26126 21 121 130 881100 80 :91 73179 56 46 46 42 32;32 25 125 20 :20 1 1 - 1 - 1 160 170170 1701157 123 1081124 88 1100 80 91 73179 56156 45145 40 1 40 30 ;30 23123 18 :18 1 - 1 - 1 . 4 10 16 11 18 14 ; 50 a 170 : 170 18 1701170 '.5 170 i4 170 i0 1701170 i3 '170070 16'170070 '2 154 '6'144 '811401170 14,12 8;138 10 1 11 211 12 1692 :92 )8164164 1 1 59 1 59 50 50 • 43 1 43 14 22122119 60 70 1701170 170'170 1701170 1701170 170 170070 1701170 1701170 1541170 159;170 144 :170 15011701135,170 134 120 165 1251160 1121140 121114811081129 99 1 116192 1 106 1111117 98 x02190 92 83 ; 83 95 1 95 82 1 82 74 74 ; 67 1 87 78 54 1 54 147 1 47 OPENING WIDTH IN INCHES 80 90 170 :170 17011701170,170 1701170 17011701170 169;170 1621170 143117011361170 133070 126 :170 125117011171166 110'148 103 1021126 95 1118 60 60 54 1 54 42 1 42 37 , 37 100 110 1701170 1701170 170 158;170 1311170 1211170 1121156 98 1 127 90 :108 87 1 99 77 ;77 62162 50 50 34 34 1701170 1701170 170 1571170 1281170 11 1081150 94 1120 86 1102 83 73,73 58158 471 47 32132 120 170!170 1701170 170 157;170 1271170 116;166 1061145 91 ;115 83 i 98 80 1 89 69 ! 69 54154 44;44 30 , 30 130 170;170 1701170 170'170 157 ;170 1271170 116'165 105r144 89'112 81 1 95 78 66 66 52152 42 42 28 i 28 160 170170 170,170 170 1571170 1271170 116;165 1051144 88 1 ,111 79193 75 62;62 48 148 38 :38 25125 38 38 34 1 34 31 31 29 1 29 27 ; 27 26 23 1 23 17 i 17 15 1 15 - - - - • - - i - - 1 - J ALLOWABLE PRESSURE IN PSF. 1S BASED ON OPENING 'WIDTH. FOR MULTIPLE UNITS. f ONLY TWO ADJACENT UNITS AT A' TIME. SEE SHEET 1. !C_ TEST REPORT r7L -2902, 2903 AND 2975 g77 /G INDUSTRIES Thaw /Omen ty: Vertical Mull . Opening_j Width Horizontal Mull T Opening Width L • ``Opening Width CAM ay: Mutt Length Mult Length Multiple Mulled Units Muil Length Ca P.J.P. 4 /28/00 Aolx 1Ronsko,: PRESSURE CHARTS i " HEAVY WALL. MULLION :M4� /W00t Sc Is: ;1A.1. :too./ N0. 1070 "1".7v. 01AGY DRIVE PO. 90X 1539 400/5. It 1075 NDk WS, PL J4Z74 .auLLS NTS 16 of 6 A.FROVED AS CCNPIYINO `MTI :DJ 1/FLq�+ DA 8U0.g 34T JUN 8 7 flO ,Y W/24.44 a NRCDUC:.eLNT1101 orAso+ i,1P1tbiN4c ECOYPUANCE LC PTANCE N0. - 6621 CO 0 T co N 7 bmso to