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BP-02-8920Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (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 REVIEWED AND PREPARED BY. ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $i .r ^r $ k gD ( sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) SECTION BY DATE Zoning Enclosure Mechanical Electrical Plumbin Re air Mechanical Alteration Interior Roofing Plumbing Fence Relocation of Structure Fire Shell Only Public Works Add'1 Attachment Structural Other Building Official Other ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL DATE: Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. Subsidiary Permit No.�� a R INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. 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 submitted 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 Job Address: 4y\/ k Address Apt. City S Zip Folio N4ber I � 3 ZG(O ) ` 7 LotQ _�) ;& 2="-N q Z- Block t 4 � � � Subdivision Mi !'rt V�� 1 PB 15 PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Buildin New Construction Electrical Enclosure Mechanical Alteration Exterior Plumbin Re air LPGX Alteration Interior Roofing Demolish Fence Relocation of Structure Other Shell Only ARCHITECT Name License No. Address Telephone Fax Description of Work 1� G CC W ®�✓ PERMIT CHANGE (✓ ) Ch . Contractor Renewal Revision Extension PROPERTY OWNER Name yl ,�,� �A\ Address 1,5T ..f`+ ice Lmpry \' l . JB I a8 Home Telephone Business Telephone Fax ,,Yeet of Work ssessed/A MA ✓) New Construction License No. Enclosure Telephone Alteration Exterior Re air Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'l Detachment Other ENGINEER Name =2,tV i ►'1, t f�'�� , License No. Address Telephone Fax CONTRACTOR Name j 1 ,'r h License No. C'` / _ C2 S c c Address ,') V S. C v, 3 3 3 Telephone 30S, 1514 -2 Fax36�; `7S7 3 Qualifier Name jJ Page 2 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, I" 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 Signature of Owner LYoft4 5. V/&rEP MA N Print Name -t Sworn to and subscribed before me this[ -7 day of � — — "'N of Notary SEAL: ®ON4)8D imRki iA1486- NOTARY1 Personally known OR, Produced Identification Type of Identification Produced: OF FLORIDA, Print/Name S m to d subscribed before me this day Signature of Notary Public - to of Florida -DADE SEAL: NOTARY PUBLIC - STATE OF FLORIDA ROBERTA H GANDIA COMMISSION # CC859090 BOND EDT"RUASq 886- NOTARYI Personally known ✓ OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. TYPE Minimum Fee Dryer QTY. TYPE Outlet, Appliance QTY. TYPE QTY. Service Repair A/C Central 1 -3 Ton Fan Air Handler, Tons Outlet, Wall Solar Water Heater Service, Temporary Fire Sprinkler System Process/Pressure Piping A/C Central 4 -7 Ton Fire Pump Fireplaces, Number of Pressure Vessel Outlet, Switch Sprinkler Repair Signs Cap - Fixture A/C Central 8 -15 Ton Fixture - Fluorescent Pump and Abandon Oven Sprinkler System Space Heater (kw) Cap - Water A/C Central 16 -20 Ton Fixture Light Pump, Domestic Parking Lot Lights Supply, AC Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Flood Lights Pump, Fire Stand Plugmold/Strip Temporary Toilet Subfeeds, No. of Amps Catch Basin A/C Window FPL - Load Central Pump, Re- circulate Posts Temporary Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Garbage Disposal Pump, Replace - Pool Range/Range Top Urinal Swim Pool, Residential Dental Chair Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Ice Maker Refrigerator, Comm. (p/PH) Pump, Sump Temp Serv., Construction Utility - Water Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Disposal Renew - Temp Service Interceptor Roof Inlet Demolition Low -volt, Intercom/Teleph. Repair Circuits Laundry Tray Dishwasher Low -volt, Television Water Heater Service, Number of Amps Drainfield, 4" Tile/Res. Lavatory MECHANICAL TYPE QTY. TYPE QTY. TYPE QTY. TYPE QTY. Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost QTY. TYPE Ty. Soakage Pit A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Drinking Fountain Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Solar Water Heater Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE QTY. A/C Condensate TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Ty. Soakage Pit 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 I Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: JAL A ZO'd 6ZsZL9Lsos QAT All 70114do I Ft�sl I I FO a 0 os ic�j Ile CA bi O-AR MPaVH az)v qsa-MRs vvs:co zo-so-RRW KNEZEVICH AND ASSOCIATES, INC. Consulting Engineers and Product Testing 1260 N. University Drive, Suite 180 Ft. Lauderdale, Florida 33322 24- Apr -2002 J:\ Engineering \DESIGN \LOADS\Asce798 \[Less than 60 ft site specific loads.xls]A ASCE 7 -98 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES q= (0.00256) * Kz * Kzt * Kd * I *VA 2 p (pso = q[(GCp)- (GCpi)] CLIENT: Sykes Ace Hardware STRUCTURE: Waterman Residence 599 N.E. 101 Street Miami Shores, Florida Basic Wind Speed, V = 146.0 m.p.h. (3 sec peak gust) Exposure Category = C Enter B, C, or D Importance Factor, I = 1.00 Non - essential facilities =1.0; Assembly /essential facilities =1.15 Effective Wind Area = 10.0 sq.ft. (10 sq ft or less provides max loads) Mean Roof Height = 13.0 feet Rise /12" of Run = 3.0 inches Rf Slope (deg) = 14.04 (deg) - 10 reduces load, > 10 provides max load Smallest Side of Building = 34 feet Internal Pressure, GCpi = 0.18 0.18 for enclosed structures, 0.55 for partially enclosed structures Topographic Factor, Kzt = 1.00 For non hilly areas Directionality Factor, Kd = 1.00 0.85 for rectilinear structures and ASCE load factors, 1.00 for rectilinear structures and ASCE load factors with 33% increase in allowable stress Positive GCp 4,5 = 1.0 Negative GCp (4) = -1.1 Negative GCp (5) = -1.4 BUILDINGS LESS THAN OR EQUAL TO 60 FEET DESIGN WIND LOADS (PSF) 146.0 MPH Exposure C MEAN ROOF HEIGHT FT POSITIVE Zone 4 & 5 NEGATIVE Int. Zone (4 NEGATIVE End Zone 5) 13 54.7 1 -59.3 -73.2 1. Wind loads are determined in accordance with ASCE 7 -98. 2. Wind load calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. Positive (psf) : 54.7 Negative - Interior (psf) :_ -59.3 Negative -End (psf) : -73.2 4. This document shall be used for determination of wind loads only. Component installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 3.4 feet of the exterior comers of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. 'ICH, P.E. FL. LICENSE 410983 & ASSOC., INC. FL. COA # 3205' 1641 FEB 01, 2002 ID: PGT INDUSTRIES TEL Na: (941) 480 -1900 #121105 PAGE: 2.111 MIAMFDAE)e t,_ Wt1ANIl -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CQNTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 31275 BUILDING CODE COMPLIANCE OF RCE MIETI(O -DADS FLAGLER BUILDING 140 wrsr FLAGI.tat STREFT. StJ1TE: 160J MGkNtl, FLORIDA 33130 1561 (31)5) 375 - 24)(11 1,,%x (3(15) 375 -24)08 CONTRACTOR LICENSING SECA 10N (303) 375.25:7 VAX(3O3)373-2;i% CO.v-rtt,u•`rolt ENFOI CCMENr D1VNION (305) 375.2966 FAX (303) 37s -2-AIS PROUt:Cr (*(),%-I . Itol, 111%. Isms ON) 373 -2902 FAX (301) 172•6139 Your application for Notice of Acceptance (NOA) of: Series PW -701 Aluminum Fixed Window - Non- Impslet & arge 11or e Impact under Chapter 8 of the Code of Miami -Dade County governing the uslternate M terials and •Type, of Construction, and completely described herein, has been recomm( acce a by the M iami -Cade County Building Code Compliance Office (I3CCO) under the conditions specified herein. t This NOS► shall not be valid after the expiration date stated below. 13C.CO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for duality 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.: 01- 0109.02 EXPIRES: 02/2512006 Raul Rodriguez Chief Product Control Division Tills Is THE 9-02VF 'fit EEL SF,F ADDITIONAL PAGES FOlt SPECIFIC AND GENMAL CONDiT1ONS IIUILDING CODE & P110DUCT REVIEW COMINI1TTEF 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 sett forth above. APPROVED: 04/112/2001 Francisco J. Ot intana, R.A. I)ircetor %Miami -Dade County Building Cade Compliance Office tls0450M I tpc200011tm*tat*s16 r ke acceptance cover page.dot Internet mail Address: postm ostereg!btuldingcodennline.com 0 Ilotnepage: ) lttp :l /www.huildingcodconline.com 16:42 FEB 01, 2002 ID: PGT INDUSTRIES P ,T Industries TEL N4: (941) 480 -1900 #121105 PRGE: _3;11 ACCEPTANCE No.: 01- 0109.02 APPROVED: APR i 2 2001 EXPIRES: February 25, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0304.02, which was issued on 02/25/98. It approves an aluminum fixed 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 Ss~BC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. `PRODUCT DESCRIPTION 2.1 The Series MV-701 Aluminum Fixed Window — Notl- Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4210, titled "Aluminum Fixed Windows" Sheets I through 7 of 7, elated 02/19/97, revised on 01/04/01, signed and scaled by It. L.. Clark, P.E., Dearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval dare 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, of Large Missile impact see sheet 1 and for Design Pressure Rating of Non Impact see sheets 5 & 7 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be insta))cd in strict compliance widi the approved drawings. 4.2 Hurricane protection system (shutters): to detennine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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 *PrRM11IT REQUiREMENTS 6.1 Application for building permit shall be accompanied by copies of (lie following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identiCued 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 tic. South Florida Building, Code (SFBQ in order to properly evaluate the install: lion o this systct . •t,4 _ _ Man cl Perez, (I.E. Produc . 'ontrol Exanilner Prods t- Control Division 2 1643 FEB 01, 2002 ID' PGT INDUSTRIES PCT Industries TEL NO: (941) 480 -1900 tk12-1105 PA(;E: 4!11 ACCEPTANCE No.: 01- 0109.02 APPIZOVFD: APR 1 2 200t EXPIRES: February 25, 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. t 3. Renewals ofAcceptance will not be considered if- 8. There has been a change in the South I- lorida 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 install:ction 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, andlor 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. S. 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. G. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising Iitenimre. f f any portion of the Notice: of Acceptance is displayed, then it shall be dotie 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 availabic for inspection at the job site at all times. Thc engineer does not need to reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tennination arsd removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3, END OF Tubs ACCE1jrAN E � Mane =6ntrol* , P E., Product i rol Examiner Produ Division 3 7'4.000 MAX. �J J7 M (a -.41 3/16` ANNEAL 3f 16" ANNEALED SEh1T.4Y 1/4" TEMPERE�J LARGE WSSLE iMPACr !NINCOVI t.} CLAd1Nt.. 1R. )J /i6' AWi SENTRY CLASS (37* x 74 ) 10.) 3116' TEMP. SENTRY CLASS (720~ x 601 2) C VMPARONS, 0 I) 0EMGN PRESSURE RATING: � 34.000 DAYLIGHT 117.000 'DAYLIGHT 120.0001't OPENING MAX. OPENING MAX. 71.000 DAYLIGHT OPENING MAX. 'WHPRE NAM? 1NF/1TRAT92N A7tERE WAFER tNFtLTtGAI10M e R£O�1REA S� - -- . `�CUlRFAtFNT T ++£fti£D N.- - -50 PW t 4.J ANGFORS; - — - AfAx. R' FROM EACH CORNER 40AX SPAC?NC AT HE40 & SILL: 71.000 MAX SPACINO AT .64WS: 16.000 5.) SHUTTER REOLWEMENT. NO SHUTTERS REGUUTED d) REFERENCE TEST REPORTS• FTL 1329 & 1534 i� I i 60.0 P 3/16" fEMPEREL lZ16 TEMPERED- SENTRY t 4" r AjPERED NON — IMPACT WINDOWS 1.} GLA7UIC: t/[' TENP£RED 2.) COHFrGLVL4TM& 0 1) CESCN PRESSURE RA7JNC 30} +70 P.S.F.. 70 P.S.T. i37" r 7Vj ANL ON SHEET 7. 3b 6 PS A- P.S.f, (12{4' r 60') ANWICRS.• a 6' FROM WH CORNER ,NAIL SPAC940 AT HERO & SFLL: MOM U". SPACING AT .:AM9S: 16.000 3.) smrrR REOUIREAI£M' SFq/TT£RS ARE REMMD AT ALL WSMAT10NS 6.) REFERENCE TEST REPORTS: FTL 1537 & 1350 Robert L Clark. RE-/, P.E. #39712 suvctww N- IMPACT WINDOW 1.} C1AZ1Hti.' to)) 3 16 ANN£AL.£D 07' x 747 tb) /16' Tri1FP£RED (120' x 50? 2} G(}AffiCL/RATCNS: 0 J.) OESIGN RRE_eSURE RATS -AC: SEE COMPAR.ATAC ANALYSIS TABLES ON SHEET 5 4.) ANCHORS. SEE COMPARATIY£ ANALYSIS TABLES CM SH= S s.} SWMM REWREMENT.• VVUERS ARE RECUlRM AT ALL WSTALLAPONS B.) REFERENCE TEST REPoRm. FTL 15J0 k 15J2 INDUSTRIE 1 57.000 DAYLIGHT OPENING MAX. APPAOTID U COIIPL7IR6 WIN ONE S0U1v FLORIDA /0410418 CODE ow APR 1 2 2001 PRODUCUMIROL 01TIS40 1U1101" CODE copula ofFICE ACCEPGICE N0. OI-Q/L79.o2 D.B. _ 2/' 9/97 1 1 1 LUMVUNUPA FIXED WINDOWS 1070 7rcw*LOGf ORW P.0. "x 1319 + Scoh: Snatl: aolcoms NL J4275 Mt11tUM F< J4274 rW -701 NT 1 a% M,. 4210 PART ., p I; lqe- 4, I- - -0.8. 1 ---2119197 1 I PICTURE WINDOW IZUMINUA,f FIX •WOAot fL A a are PW-701 VENDOR APR Z Al� -kv WINDOWS staf., Ish"t; vMw"fft NT o7i 4210 0910 (0 � SECTION A—A oR !, 677 , ,.�� f 0*5 7 .062- �F__ 1 062 it APPEC `0 h, CWfl• -'3 TK; Will" 0 ALUM. Wj-T5 ALum. 606.3--,S flA.-1 3 01 APR i mai L 102 ALUM, 606j• -r5 SECTION B—B INDUSTRI *' D.H. 1 '112 r19 7 SECTION VIEWS — HORIZ. & VERT. rltiv ALUMINUM FIXED WINDOWS $07NO TrC4WVq LW U 2g7m5 w WPNA MO O, N FL 1J52 741 %PW/-0"t 1 SNTS3 7 4210 rn w 1-4 1-4 m cn r4 �j �-1 Pl'� n ro i 3,116" TEMPERED GLASS 3116" ANNEALED GLASS 3Z16" ffZDUPONT FiLM 114" TEMPERED GLASS APR COMPARATM a, _ "R 20C LkMAUW GLASS mWila Noxbars m ue y"Hu An ttraitft of Now By site MegW- 110,11104 Lards based sa Ceewparsthre ft"4vlS arty Wess Tat4a ASTM 01300. Pssltiea DeagPr Leads based an Ci mismathra AmPp" and Wow Yea heaaws. 1Meeat I Y!6redew 9Mtths llefghta 10.000 (2) 14.120 (3l 24.000 0) 26.800 421 30X00 (2) 320GO (3) 36X00 (3) 37.Oed (3) 38000 (3) -84.00 6* 00 133.33 10.0 46!.00 MW 49.00 $4.00 49.00 e90 49.00 88.00 •80•ed 89.00 , 42 DD 69.00 36.370 (3) WOO *SAO 49A0 69.0 44.00 69.00 •64.00 69X0 49.09 84.00 49X0 87.06 •89.00 89.00 49.04 69.00 60825 14) 49.00 mm 84.00 89 00 4g 61 Mel •98.96 99.44 - 6166 51.86 ee.d1 50 4t 29 4T.2t ,16.65 46.69 63.00014) •37.04 STA�4 -54.29 $9.27 19.30 4330 •42.90 43.06 -70.50 U." ,48.86 33.54 •34.23 ]3.73 1 •33.87 33..67 74.000161 +sa.34 47.34 44.98. 4/.80 •17.26 31.28 •34,44 7.1,44 .41.32 31.33 .2897 29.87 417,50 27.49 1 -27.06 275 Nstat Aasfrms at 4' item from seek • r"ar • 1a✓ max. thersallo. 1• MWAMOR I�IHiPLYSM Pf31t 3116' TTE kUjW GLASS NOM Numbers ie f t are mrmrthlr of , NsWNve D"llin Loads bored an tim"WI M" Malpis aft Wass Table AWM 411300. Positi a Design Leads based an Catnparalira &"$yet* and Water Taal Pramm m `Window I Window Vft&hs Nelofs 1 19.125 to 26.686 (3) 37.000 (4) SITS (51 80.000 (q 77.000 m 6x.000 (6) 96.000 (9) 12limm (14) 28.009 (3) -180.04 133.33 •180.00 133.33 1 •147.17 133.33 A37A6 0343 •132 31 132 3! 125.$0 129 64 -42ma 12368 .417,31 117.31 412.31 112.31 30.3(5 (4) - 1fb.p0 13].43 x53.1! is].3� .127.41 127A1 ; •107.72 1x7.71 •103.84 102.54. •65.37 9997 •91.11 91.11 -97.54 ea.S4 •8234 41.94 50.825 (S) •1 90 /1].53. •137.87 133.33 •11277 11227 X3,56 92.88 .a7A! 67.41 4OL74 "I' -73M 76.96 ••72.41 72.41 47A1 87.41 j0) - 103.44 133.33 1 430.67 13097 -10418 10444 -66.16 38.46 I 40.00 MOD 1 .73.33 733] ASA7 88.67 •65.00 60.00 40X0 60. . v a .sR w env •_pca1... Natty Aaelts`s at P man. tram Bask corner a 11` emm6 theraaiter. REFERENCE TEST REPORTS: Flt i5jO & 7532 `' cN usr��s COMPARATIVE rev x�!(i, a It a �l IALUMINVM FIX E8 43 n 1I1070 'ccr mmov aft P.0. 80X '328 smar /�se.2 sf:nmad 1 NQIa" Ft 34276 rtWOUS. a 34274 PW ^701 kp Wito As CCNPL?lu Etitt( In 40948 nor pik. , 6 7016E EAlf PFaarre Z Flot PtY)Si� 4AC J 901101146 CON tounIANCE of ct ACt MACE 66. QZf]JL'4_ . 'FACT PW N H H u� Rsw 4210 C r� �o M t x WOOD BUCK 0.25O mAx a v v a 0 1 I C• o a ).230 ei v , TYP. HEAD, SILL JAMB 0.250 MAX. e 3 116" TAPCON yin ° ...v ° a a ° R , TYP. SILL Alt C PANHO PmX. TYP. HEAD. SILL JAMB 2 x WOOD BUCK WNW W As 03MAttllifi TlfFD THE WOTH FL9DIDA WILDIEB CDDf F+ GA f APR_ _I. ;gnat ar J r�oo 9RTtDL oii 9gum coot CoHWAYCE QFFICE ACCIPURCE 80. Ql p fCNORAGE a 4270 C ' m m 3/19/97 f UYD.B. TYPICAL PICTURE WINDOW raw ALUMINUM FIXED WINDOWS P&b" L C'srk.I' . ' P.E, *ml:! I* rtcwvctocr 0+T p a 90x is" x0xou s. s :27s r COW. a s+2;'4 sw"A*4k Pw -70 t saw s+�a WNW W As 03MAttllifi TlfFD THE WOTH FL9DIDA WILDIEB CDDf F+ GA f APR_ _I. ;gnat ar J r�oo 9RTtDL oii 9gum coot CoHWAYCE QFFICE ACCIPURCE 80. Ql p fCNORAGE a 4270 C ' m m COMPARATM ANALYM$ FOR IW TEMPT'.AgkOLASS HM, NuNmnberm in 0 onfragtheses are auantigt of ewes silo. Nagattve test" Leads based ae C"arati o Aaaiysis and Glass Table ASTON E13O0. Positfve Deagn Leads based on Comparatlwo Analysis and Mister Test Pressure. YMindaw, Window Medtbs Hefgbts 16.M {2) 18.126 (2) 14.000 (2) 20.500 (2) 30.000 (2) 32.000 (3) 38.000 (3) 37.000 {3) +88.000 (2) - 18$.34 133.33 ASL68 133.33 - 138.35 133.33 •131.67 131.37 •122.88 122.66 •12047 120.37 1 •114.37 114.37 . 113.08 113.08 38.375(3) •146.92 133.33 . 135.28 133.33 418.94 116.64 •110.15 110.16 •102.56 102.46 .96.95 96.99 j •82.29 91.96 -91.66 91.66 50.92544) 430.03 13&03 - 110.38 124.39 -tOL05 16945 49.26 96.26 .91.66 91.68 4LO7 SLOT ( 482.07 6Z07 -60.77 60.77 63.000 (4) 423.33 123.33 .117.69 117.89 45.07 96.07 46.10 66.10 .76.08 76.06 .61.37 61.37 -73.94 73.84 -71.94 71.94 74.00016) 1 • 119.26 119.20 ' 413.62 113.81 1 -94.43 94.43 -69,52 BL52 •75.54 75.54 1 .77.28 77.29 .71.30 71.30 1 -70.00 70.00 n�moa►a aou�a ier �i� mcrews a w . o , aprons. Note-. Asehers at 6" max. frown each Comer A 16` max. thareaRer. REFERENCE TEST REPORTS: FTt- 1537 & 1550 A01"Mr3 Al camF ,,vc WITH Tat S0470 TL021CA ulkollo ME�OItslc, o�tT PR i�aoo b BOROiec CODE UMIAK[ Offict O.B. 1-71122A99 O. +smmder INOUSTR1E5 COMPARATIVE ANALYSIS, NON - IMPACT PW Robert L..E +" 1 ALUMINUM FIXED WINDOWS Clark. 107W0 KTCLW CNS1. yDl O DY 278 5mmelMOatt ! orarn+r vo. 4210 M- 439712 aw P.O. BOX 1929 Studuzf e V T$ br. N m m Ell N Tu N r t� t: HZ/QZ/H2 W :30:11 941.481.19f -FBZ -> 305757Z329 Page 882 01 -11 -02 03:59am From -PGT 11011STRIES / 9414801900 T -913 P.01 F -792 MIAMI -DADE COUNTY. FLORIDA MJAM METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIA VC9 OFFICE METRO -DADC FLAGLER BUILDING 140 WEST FLACI.t R STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1303 PRODUCT CONTROL NOTICE OF ACCEPTANCE (303) 375-2901 1"AA (303) 375-1%)$ 1'GT Industries col"VAS-roa Ucmu txC, st+t 101*► 1070 Technology Drive (j0$)31$-2327 FAX(31)5)375-25$8 Nokomis ^ 34275 MNTItAC OR t t lttCaaorrrI* atvlvuON (30$) 373 -2966 FAX teas) 313 -29us �" PRODUCT CoaPkrruot. VI VISION {303) 37S 39112 FAX (303) 372 c.339 Your application for'�b' tice of AceepEa `(N4A) of Aluminum Casemn nt Window impact under Chapter 8 of Hi ode of Miami -Dad County governing the use of Alternate Materials and Types of Conitructi!on. and com describedfiee ein, has been recommended for acceptance by the Miami -Dade County Building Codc Comp ' ice (BCCO) tinder 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 fqr quality control testing. it 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 prbduct or material fails to meet the requirements of the South Florida Building Code. The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1108.07 EXPIRES: 01 4=90 Raul Rodriguez .Raul Rodriguez Control Division This application for Product Apprdval 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. APPROVED: 1u97aQQI Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ueaaooblfi��oo�uotar+pi:�I� +� co+� aataeoc Internet farad address: pMmoster@buildingcodeontine.com Homepage: httpJ /www.buiidingeodeoutine.com 8Z/HM 183 :30:50 991.4183.1900 -FBZ -> 385757Z3Z9 Page 803 01 -11 -02 03:59am From -PGT INDUSTRIES 9414801900 T -913 P.02 F -792 ,r Industries. No.: 01- 1108.07 APPROVED: December 27, 2001 EXPIRES: � January 28, 24107 NOTICE OF ACiCEP I'ANCE• SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 00- 08804.03, which was issued on December 7, 2000, it revises and ,renews the approval of an aluminum casement window, as described in Section 2 of "this •NOA, designed to coin, ly with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for 'the locations where the pressure requirements, as dptermined by SFBC Chapter 23, do not exceed the .Design Pressure Rating values indicated in the approved drawings. 2, PRODUCT DESCRIPTION 2.1 The Series KC-700" Outswing Aluminum Casement Window Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/48 and revised on 111610!,. signed and sealed by.Robcrt L. Clark, P.E., bearing the Miami-Dade County Product Control approval stamp with the NOA number and approval elate 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 aluminum casement 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. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami- Dade.Count 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 (SI -AC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division 2 VJ8Z18Z 88:39:47 941.480.19884112 --> 38SM7Z329 01 -11 -02 04 :90am From -PGT INDUSTRIES PGT Industries. Page 084 9414801900 T -913 P.03 /08 F -792 ACCEPTANCE No.: 01- 1103.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fried and the original submitted.documentation, including test supporting data, engineering documents, are no older than eight (8) yeses. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, ano the following statement: "Miami -Dade County Product Control Approved ", oras 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 incompliance with the code changes; b) The product is no longer the same prodtict (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 arigihally prepared, signed and sealed the required documentation initially. submitted is no longer practicing the engineering profession. 4. Any revision or change inthe 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) Unsstisfactory-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. 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 Raul Rodriguez, Chle Product Control Division 3 • c 4- (Sa' NOTE 4) 4' (SEE NOTE 4), N :1,- MAX �-- LARGE MlSSlL� IMPACT �JNDO cep (�' t� u rw cuss w/, AWNSANTO SAFLr OR DuPONrr PveAG1E 4- ma. 4" ;• - H $a A. 1/a- WAT SiRDW W4 •490 WMA1SG 1/®- WAr S1jtENOT ZWV an ( & 1/0- AMIXED QUA W INIMtYEIE' 1/a- ARNMEO CLASS 1) PE11ON PREMIRE PAJING; S' MAX ,-T A FOR 4SASS OPT10q A,(WAr srREC omm) ALL SM ARE +,/- 73 PAC -' a fo "U Q"M a (AW"EO) SEE TA&Z c 4 )ArO FROW SACM CORNER /r0 scom - 2 ANCHM 4- APART 4° FRW E4CH MEEM RAk• J/IB' UPS - t AN 4- FRD11 EACH WEVINC RAIL H ifMG. SPACM AT WAD h sou t r 94X SPACING AT lr. 6) REFERENCE TEST RBPUVI M -2246 APIRMA6C0MFLVWVM rr tis N v [ri � +y Crl � N o W cm N o t.D MAX. PI O(ICFO �4 SM & TABLES"e�teNOCOnt of `� �.i .P4 mol IT Tam. t� w 1/7 Y c .Bye 713 or. SEE SHEET 4 OF S FOR SEMNS Bt 6i ZM OPT10N U TA&S tl a a ELEVATION XX n CONFJG.. RobMLClsAAE =n ALUMINUM CASEMENT IMPACT .WINDOW • PE139T12 • ' ra ear �s7s we+�r � a � Suanural it 14274 C -700 Nn . 1 w 5 339 N az CD ILai y ION ON CEKM J. 29.723 a.." Ma. SEE SHEET 14 OF S .FOR SECTIMS & CLA?UVG. OPiM OETAALS •Y, 1. • :I � } �h -i 7: 4w � . MOM . ��,�• ra.amr ram MOM R J074 't LEUATION ,X" CONFI %LUMINUM • CASEMENT C -M - I NTS 10002, d 5 CO t � N o W m °o iM1A86Q111Y�NR111M! rAr a, 0 w FACT WINDOW. .'33 ME ' N `V CD Q N PVl3 ^ ` W11WT aASa W MONSVM swm.ON „ •' ; .. .-, �i f dew sr +a� CLASS AM WiEMAYER, r/a" +fir s7RfMar►e rca ocass a r!eA+NIIF M AtiD MIMAYM 11W M�1rEAtEQ OLI,SS I t w � • xj cb►�raAUn� x - � . 3J. OWN PMUM mom A. Rw fl�Ai S1RfMCrhtDj Ait' SM ARE tJ -,73 PSF o w:ic SPDI( YG AF HM & AL' It V' MUMCE nMF It Mr i7L -7246 N y ION ON CEKM J. 29.723 a.." Ma. SEE SHEET 14 OF S .FOR SECTIMS & CLA?UVG. OPiM OETAALS •Y, 1. • :I � } �h -i 7: 4w � . MOM . ��,�• ra.amr ram MOM R J074 't LEUATION ,X" CONFI %LUMINUM • CASEMENT C -M - I NTS 10002, d 5 CO t � N o W m °o iM1A86Q111Y�NR111M! rAr a, 0 w FACT WINDOW. .'33 ME r 4 ?10 jo • �.aes: °f � aaao � 1,914 R3" iWF>r WG Z + Opvaw. am �M xIt I MASS SW .• /�� y�. � MYiE AYER {.,tet F.l.OM O taWrS t /`. ^milacl/ C{1135 t�� At�+1fALED Q1A,i 0 1$73 1/0" WEPT SAD � 07l CtK4S AOlE: 4PIER1+ M I .iOO U064M SAW OR. M W W/bgfWW t ' Nltl�Y!@NOD�6YdM61�IQNiq rtAMG ONIONS• 5/18" 63501 tANINAT D GLA a�nw�CawD�uu�x+mai � — F tf B 1 4XA20VG wou. 0 0 11 A{AJf SW SPACE Vol Ahx i�►1. ,ACTION •A�;A I. r,/ i3 ��i SECTIONS & ..GLAZING DETAILS r w N c� 6 I ,gym ALUMINUM 'CASEMENT IMPACT WINDOW . a�tEafrtr� =r mmw. m -aff fL + NTS 4 .'� 5 339 E J pa TY—P. PeAl SILK JAMS 311!'TAPWN NO CSW...REQ. oom 7j; �A •YPI. -HEAD, SILL JAMS K. @ mm umm m 6083 -T5 AUK . GL4ZM ffoA 5,/,f 6 "w-T3 OeLm '01 OW ACT. AWA • A Vl am Ilk* o co REFERENCE TEST REPORT FTL4246'& 60MO.- ANALYSIS &mom co SHIMS' FOR ANCHOR'•SFACING & STARnNG POINTS. ANCHORAGE & EXTRUSION, PROFILES 2., USE WMI—DADE COUNTY APPROVED TAPCONS. 4 go nm LQUMINU CASEMENT IMPACT WINDOW P.& am limt C-M NTS 15 m9 cc .p� e cc c 1 2 ca CA 4 pa TY—P. PeAl SILK JAMS 311!'TAPWN NO CSW...REQ. oom 7j; �A •YPI. -HEAD, SILL JAMS K. @ mm umm m 6083 -T5 AUK . GL4ZM ffoA 5,/,f 6 "w-T3 OeLm '01 OW ACT. AWA • A Vl am Ilk* o co REFERENCE TEST REPORT FTL4246'& 60MO.- ANALYSIS &mom co SHIMS' FOR ANCHOR'•SFACING & STARnNG POINTS. ANCHORAGE & EXTRUSION, PROFILES 2., USE WMI—DADE COUNTY APPROVED TAPCONS. 4 go nm LQUMINU CASEMENT IMPACT WINDOW P.& am limt C-M NTS 15 m9 cc .p� e cc PGT Industries 10707'echnology drive IVoWpotis ,I L 34275 !1'11 Aic11- U.il'1: C(UN't S 11,0RID:i MET140 -DADI! FLAt,t..>: R BUILDING BUILDING COPE Ca'r111't.lANCE OFFICE \!1;'!lilt•! ?:tU {: FIAGl.t-, it II{)U,I)1' :f •ttrivt;,it i•t,At it.f? It fi 1'(11111 l . Sl..'rl ti I!�t13 >+iIAN41.I- t.t.)IIDl ?11 311.1,,6'4 005) 373 - 29111 I'AX t. 10S) 375 -21W c;aNrtt-tr,c1m 11t(1ii.*%S1.N(.t rrc °1111•; 1 }Uil )75.4'5'7 PAX 1.W:) )7s,2.iM 1!`trN1141W1'01 t:vttNetaalrNT 111VISM"%, 111)1} S7i. :d41+G f41\ 00.311FS • ?') :1R 1`1 00t:t:'t' CYrN 1 tart. 01\ 11JON _ t3tltr 315.�'R12 I':1!t , SUS► 172,1.13`) Yotir application for Notice o0`e1t:ceptttnce (NOA) t St;rics SWD -101 0ittswint Aluminum I�rvnrlt D mr- litipact tinder Cluipter 8 of the Code of Miunii- Dill-ca CYt not •tivcrning tit u:;� of �tltern;Itc 14lattc�riatls .Intl "t'ti ltc s tt!' Construction, and comptetely described licit.-in, has Ex � • `ct cttt•led for accepltn ec by the Mi;,tm-C7:ttic� County Building C: Kk Compliance offile ; (DC;:C O) ttn(kr 11W. contittion.s' s;poc: itit;c€ herein. , This NOA shall not trc valid Ott* the expiration ctatc st�t(t,ci below. BC:C O rv.iurves tilt, right to ctxtity this prr.►d"d Or tntttc hil at any time front a jobAtc or man it Riel tire i:,I"Int liar quality control tooth(,. If this: prttcluct ire tniterial faits to perform in tttc :4ltptcavcci tttatnnct, 13C:CO tnay revoke, modify, a4- stlspciid tht: use of such product or m4tecial immediately. .t:1CCO reserves the right to revoke this approval, it' it is doermincd by BC'CO that this product or tti,.iwrial tail: to niect the requirements of they :;truth Florida Building; Code. The expense. cif sttr_h testing will be incurred by the rltant.6cture:r, AC-C'MANCR, NO„ nt- 0417.04 >iXPIRM. 11122f2jL0.► It;ltsi Rtrclrit,ticr. Chief Product Cr >ntrol D�% kioll 'lit$A : jff. CO VERS11 :¢:v�l�t,��lwl�► i:!; ti t catt �l;,t;:c t.,,..w: �= s�rrr� c::;�� tt.jj, ttc�l.�l�,Iti'�►.�1.�1: ��. t' f�ci�?! �5��•; �'. �tF: t '1►f�ti.�r.:cf,�t�!<r1�,.�€'F,r: This application ilor Product Approval has been te6cwed by the OCC O and approved by t1w 13uildiw, C odc and Product Review Commit(ce to be. ttstxl in h €ia mi -Uadc County, Florida undcr tltc colt( 660}116 "(:t forth above. Ai1PROVEM nWltw,nttnl �etar✓1.o �t4kr�1kl1, Fritticisco J, Quintana, IVA, Director ll1imni4)ndA: Cotinly tictilctin, Code C.cutlplianw c 01,1 o 4t>d tStrODttpe i�ltd�trvny�l.t. S�Mtp C wept• w.e,, eQvtM page.do.j Internet Steil address: postm:►sterGt Huilttin�cnQe+.tMit :c.wttFtt t Horklepapn httlr: l0u�tw. t :uirclint!ttrtlr�tglin�.ctztrt _ -a i - _ i L USmu...., At - ,�:.. `7 1 , Y. ti itr�. _� 1 /t' :J�' s'i'r x�e1R�K. �41�tyt►ti�n�. M'CFNTAi iCF No.: i►i ...... 1::1;1'!ltl:`i Ncrt ;�r�►lrc�r M.'1,, "'lll}t.. 1VCF: ,511 011:'1.! ` t 1)I i' 4 r•Wt..........e. ..i...._ M.._ __ 1. SCOPE, 1.1 This revise% anti reimv; the Notico oi' At.ceptimce No. 9941128,01. which was issued tilt Feb. ar >' 19, 1999. It approves an outswing alkiminum French door. ms described in Section ? tit'this Notice tt!'Ac't:t'Iit:tnCis, cfc:t;igiti tl to c:tintplti with tits Suttllt Florida l3nildittq; Coda (SHIC), 10.1 1 tliliim Ktr Miami•i.�adt: C'oulltr,. liar 111e:. locatimis «heat t1w preas::ure roquileme tts;, its duttmrmitwil by S111C,' Chapter 23, del not exe ?ced llx: l'rt:stit 1v l6ling V-111.ws 1ndicate;J in the approve Al drawillw, 2. PROMICt DESCRIPTION 2.1 eThe SeWes SWO-101 Clumc•ing Aluminum !} rvieli Dom-5-1111p art Roxistant and it' rori (wilcrtts shall be constructeJ in strict complianctt with the following; l)c<wing. No 971, titled `jFre -ac:h Door XX V Slimts I through 4 of 4, prepared iV ill ant.tt'sacttireYr, dMed ty,'•. 161'`.18, %Nilh rttvision C tl;twd 1. 2 -99 and last revisc(1 on 04 -1 "01, ,igned anti sralcd by Rotxrt i.. Clark, 11.1 ?., bt.jrinr, the mi:trtli Dade County Product Control nppinval stamp mvith the Notice of Acceptaticc mumbo rind approval dale by the; X-1kimi -Dade- Count%. Product Control Division. The.,,c documents sliall hcteinalier he rei'med to as lite approved drawings. _. i,11NOTA'I'IONS 3.1 This,'lpproval opphoq it'} Xili, de rmit applicalic)n or pair orclocu•s and singlo door anl� , as —Shctte•ti it, approved drawings. Sic►1.!le door unit "hall inc:itide dcsctAwd ill 111C active.: k-al-ol, thin, :111131-ovul. -t. INSTALLATION 4.1 'iTho out: wing, ciltimirlum Flvnc_tt allots au d it-, ecimpclttctlis shali be imm;titt'cJ ill Otict c,.timplitillee with flic approved drawings. 4.2 hurricane protection systrm (shutters): tile instal lilt ion ol` tlriy unit Ivil! 111A ire a lim-11 MIC prI.A"tion sy xttcrxi. 5. L,1 R LING 5.1 F.,ac t unit xhall bear a perntcittertt 1,113,1 with tit; nzzutttfle:turves flame or imp, city. State .11141 following slatemeril- "Niiami -Datic (:owity' Product Control Approved ". 6. BUILDING PERMIT RC.QUIld--,NIFNTS 6.1 Applicatiatt tot huilding pe.nnit Shall be by rtll,kt:5 ut'tllc follo"ving: 6.1.1 '1`114; Notice M' Acc ept;tnr;e 6.1.2 Duplicate copies of (lie ,Ipprt-ltied drawiligs, as itim)t11wd in 2 (W this No' ice( 1' Acceptatier. clearly rnarkcd tcl show ill(- componews ,selected lbr IN; prop i.,x(I in.t.illtrtirlri. 6.1.3 Any wher documents required by the Builtlingt O fic:i:.il or the'. (4milt Flotida ltnilc hig ( -'ode. (SFBC) in order to properly vva uate the iu,t,tllation tlfthis - v.st4m. ishatl 1. C:hantla. Product Ct;ttltrrll 1 ?�a►ltine�t NroIJI.tt "t Comm) Divi'Ooll 1Dii - -P-1ES ,_A At ti'in ;.f�f'rct► /1'ra ressit c (:l:tca'l rrl�►ti lu �; ACCEPTANCE. No.: , 111_ - 1.x.117 eH -1 APPROVED trlftr }►} „ll��r t1H, ^I�t►} :N��'>j.r.�:.l O� :'l.(�,C;C:I''!'t1,iY(�f:,,!„ S` t'. �,, � !!)fllit ?_K;�f1►V1)1'1;'lt�lY;� f. (dantsrr'll} a1 tit :s A4GCptane:e' (appri►s•:111 ah;lll 11G t,e►nsitferref ;lfier ;+ 1•cntsa *;tl stpplit::uitstl h :1` (►ectl tilyd ;tad the Orit;illat sabnlittecl Joe oil tc:utatit>tt, ine:luding tct:! sutspoilit►g Chita, emt itie wring t1twom stem are net older 01:111 etight, (8) years. 2. Any and all npproveel produt:tc 111:111 b1, ts1; nmencnily blic:le:d with thc martufacitime t name, ,lily, state, mid tire: (bttowing statement: "Miami -Dade Comity Product Control Approved ", esr as spce ilically st: lLA in lilt: specific miclitions of thi.s Acceptan c. e 3. lt.ttnre ols of Acceptunec will not hr mvii(lererl if; A) `I'lie'.re has been a c:bmVe iu the Soitth Florida iuildilig C ildf; affluctink; the uvalumitan of this 1,rIx1tict aml the proiluct is nut in compliance with the cotta clt:mge:s; h) 'i "ite liftW 1e:1 Is fits loll-Cr the Same product (identical) us the tine originally approvcd; c) if ilm Aacptainrc 11r11M linq not cnitipliccl with all (ltc of this ace!ptance, includilig the correct installation o the produpl; d) The engineer who originally prepared, siEtise cl and SCnIcil the mi}tlired d cuttictwitimi initiially stibmim-'d is no lonl.;Cr practicing ifie vjglnCarinig profes:;3011, 4. Any rovis;on or Change in flit: materi.tis, tisc -, wid.lor nt:tlleltacurrc of tlu+ ptothict e)r privens r.:hall :artel mitiv:ilt }• tic Came fm lei III inatiOn of this Accel:tance, 01111151 priiir vo- itivi -I approval 11:1" been rrgtu:sted (1111mig)r tilt filing Ohl rc;4riRion application with alyropri:ile ii;ei artel k lame d h}' this oiliea. :�. Any utttit: fc. ►11 <asr•i1►g sleali utses bey �;iesuneiti fisr rcuiotr;rl eifiisis Acceptance:; n) t,ln$:1lisf:tt:lcrry pr`rfilrutnnrrr. of thiti }ire3cicic:t or proCc:55. it) misuse or Ili is Acceplatic e as :m endorsement or -in)- product, for s aics. Avettising ur ;iri-.• e l:ar pitrpose-. 6. The Noti" of r1cmpintim mimlivr pw eded by the unrds NIiaaii•Made f,'cittniy, Florida. and rollc,, --ed by (fit! t•,l'piTr►li(1ti d :1tC lil:ty' i,tK cli3t'1lA }'e'i� i11 advc:rti!tigj; fltct:itllre. if 1111} pt)The1n Cif !11c• Nt�tie:c lit r1CCCpi:tncc r'i displayed, them it shall to done in its entirety, 7. A copy of this Acceptirncc tts well other dmitincnts0. where it applic shrill tic. pcovidtA to thu tmw by the. a limilacturcr or it;; rlictrillutc'+rs had shell be avitiluble for iltst►e0iolt ;it 'lie jot) silt: at all time. The engiticcr nred itot re:scal the topics:, 8. Failure to Comply .With arty wct ion of this Acec:tit:uice sh;%11 tv caii a fisr ttrinit :ttiott :tad remov;il nI' Acceptance, 9. This Notice of Accept.-mice comist!1 01•}1:1 };e.,i 1.3 thief Ibis list paper 1. 1 le L%'01 t, As.4 ..,.....,.., lsh,lq 1. C:ltsntl.l,1i.1'.1'rrl+.lurl t `i7ntrei! I:�aurincar Product Control Division VAD OF Tlf S ACCEPTANCE ,CV 1rr1 4 rH r. t'�7 h. ... . .......... . ...... iZ al Lo Ul Oj . !it ,CV 1rr1 4 rH r. t'�7 h. ... . .......... . ...... iZ al �e T rq CV, 41 r (-a N �e T rq CV, �e T rq T r. ii Alall ti 41) . . .......... ..... .... ....... tai ........ .. . r. 0- . a * a mow$ -'TEA T— In DmrLprmx 'o i OTY./Uvc I 27 CL,-N, R.125DW -5 & 71 ,J'+ J - Ca*. ',4dCX 14.^ :A�lx VIVO t i ALLAM" Air- tW77, ttv k 0 r fa _ 2 f-OX"; L-AMM, F "FRAVE A4e Rp i.7J:)VrAP !I to OIL-mn-* -.SOL i Qr'-123761 VIrA 4 CL� tv AL, Oc Mir t.*[. Wei -7,047 -114-14SMAL z 27 CL,-N, R.125DW -5 & 71 ,J'+ J - Ca*. ',4dCX 14.^ s- 3 POW * ocx .4sr ttv k 0 r fa _ 30 -ACK CAC?�Fl i.7J:)VrAP !I to OIL-mn-* -.SOL Oc kc I v Wow 4w. j Ar,' !AV W.,17 VF •F Lft i2l TO z EZET L r.;.. =-,E-R= VMS 41 Ar 8- x rFk P.�IQQLC7�j deg 11W."Ap S.ItAp Of .34275 -I. ; ve AMMADE �('/ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDiNG PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLi*R BUILDING 140 wES'i' i'LAGLER S,fREE'1'. sufl'E i(,w MIAMI, FLORIDA 33130 -1563 (305) 373 -2901 FAX (305) 375 -2903 CON IRACr01t LICENSING SFC i*ION (305) 375 -2527 FAX(305)375-2553 CONTRACI'OR ENFORCEM t:NT DIVISION (305) 375 -2466 FAX (305) 375 -2408 MOM ICr CON'r110L DIVISION (305) 375 -2902 IrAX (ins) 37?-6339 Your application for Notice of Acceptance (NOA) of- Series 710 Aluminum Horizontal Sliding Windo;wv - Non-Impact & Impact Resistant under Chapter S of the Cade of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0 1 UI S.05 EXPIRES: 07/30/2006 Raul Rodriguez Chief Product Control Division THIS iS THE COVERS11EET, SEC ADDITIONAL PAGi;S FOR .5PECIFIC AND CENF.RAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTF,E 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. APPROVED: 09/13/2001 Francisco J. Quintana, R.A. Director Miami -Dade County 13ui1dinb Code Compliance Office %% 20450001%pe2000Utenpiateslnotke acceptance cover page dot Internet mail address: postmasters @buildingcodconiine.com 0 Nomepage: hitp :I /Wivw.bu!Wingcodeonline.com PGT IndustrieA ACCEPTANCE No.: 01- 0518.05 APPROVED SEP 13 2001 EXPIRES July 19. 2006 I NOTICE _OF ACCEPTANCE: 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 SF9C 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 I 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. 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, %vitt require a hurricane 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. 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 Mat cl P rcz, 1'.E. Prod ontrol Examiner Pro Control Divisio 2 PGT industries ACCEPTANCE No.: 01- 0518.0.5 APPROVED SEP 1 3 2001 EXPIRES July 30, 2006 NO'I'1Clti 0F ACCI:P`I'ANCL: STANDARD CONDI'I'iONS 1. Renewal orthis Acceptance (approval) shall be considered alicr n renewal application has been filed and the original submitted documentation, including lest 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, suite, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Rbnewals 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 or this acceptance, including the correct installation or the product; d) The engineer who originally prepared, signed and scaled the required documentation initim Hy submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture or the product or process shall automatically be cause for termination orthis Acceptance, unless prior written approval has been requested (through the riling or revision application with appropriate fee) and granted by this orrice. S. Any of the rollowing shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. U) 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 Mianti -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If ally portion of the Notice or 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 manuracturcr 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 ol'pagcs 1, 2 and thi, last a c 3. Manu Pcr x, P. E., Product Con tf 'sxaminer Pi ontrol Division END OF 'I'll IS ACCEPTANCE. 3 i-. ----- 74.125 MAX I 63.[200 MAX ELEVATION NON--JMPACT WINDOW 1.) clAZwc: s /ts` AnavFiuEO 2, c�-rcuRAnaws: xo w ox �. DESX;N PRESSURE RATING EE COMPARATIVE AvALYStS TABLES ON SHEET 3 4.JANCHORS: 5) SHU�T1�£2 REOv#cUEmT TA8tE5 Ou SHEEr 3 SHUTTERS ARE REOUMD AT ALL WSTALLAT/0NS 6.) MF TEST REPORT FR -182o LARGE MISSLE IMPACT WINDOWS 1.) G1AZ: 1/!S' SENTRY GLASS j) 1E'SSIRtExGRATh .#55.5 PS.F.. -515 P.SF. 4,) ANClfORS: MA7C 6 FROM EACH MWR 4' APART, �MEfTN R m S AT WD 1 MAK. SPACING AT 44UM 12.00 5) S MARCO mo 6.1 AEf TEST REPORT M -1821 DESCRIPTION I V.T. NON— IMPACT WINDOWS 1.) tAAZM1G ff4' TE1fPFR� 2.1 CGNF 6i x0 a OX 3.1 DESIGN P*ESWW RAi/ M +55.5 P".. -555 P.S.F. 4. ANCHORS:. tlA7G 6" FROM EACfI CORNER 2 ANCHM 4' APART. 4' FROM EACH MEETMK. R41L MAX. SPACING AT HEAD de SU: 12.000 WX. SPACING AT JWDS. 12400 s) s wra REOWRMMENT. . SHURERS ARE REOUMED AT ALL MWALLA710NS 6.) REF. TEST REPORT FTL -1818 Rp�F1 L. rk. PE• PE 439712 Cenrnurnt ! DU VENDOR QTY. /LOCATION F.X. 7 11 o R&W. D.N. 6/9/98 W r Q.B. i W71113197 I REM.- F.K. 5/8/01 ALUMINUM HO 1070 ILCWAII.OQY( P.O. 80x* 1529 MWOMM. FL 54275 MOMMS, n 34274 MS -710 Jill VTAL SLIDING WINDOW sad. r NTS 10/5 4111 C' 90 us V9 AmMam rrOl ew mum mw 8414801800 T -881 P. 91/01 Test :a81I WON T" s N W W..1ngTw A m. w,,.o do. Vt Baw1:- HORIZONTAL ROLLER WINDOW, Series HR710 Glass Options Table by Design Pressure Poe�1+e0.alonLoado Nn► asde�wat. rT. sr+ ireyea+ dslaaraWoel3oc. �yauvapesl�r ►l.�eeoranl�ebr�,�sTaaeet�o t RWrt: PT6.1989 Pftftvw. -* 7f.0 PSF rc Aro3sure -10.0 P5F $IM 74'x 83- id 0kOs "L tmnbstad to pm 61438- 4m: -.090 Ints"Ww. -1l8 Ann. U ftsw: FTt. -18'0 Vie: +A 55.5 ow Preawra:10.0 P$P to.. 74- x or I: (tkl0iftad am$ U FM -1919 +A 60.0 PSF � to.oP�► x B3' F -800 .�-- •r•�•+•.w�� mwrrn.�spaesro aso�n pre.�e rolertie tho �eveehanis. �Plli� aulMnloro 1412+ M OauMy Product APO►o�*of f er epa:iflo ard.. epNeno. iCyr :B/16'AtWArm t/ i- AnnaaNd- .090lmm�oyar•1!6-Annaoto ' 5f16- MAnn 1/9- NOW ft§f lh - MO IfxAriayer- Mr All'" ,+tl She' HS1/H9 114" M"t 9t &*h - .090 Intertayer -1B• Heat Strength 19 Rs-aed MarM 2002 Tin to Tin WletRs Glen Type 28.000 36.375 44.000 50.625 69.000 3n8'Aen 46.7- 26500 1/4•Ann *86.7 -160.0 +05.7 -160.0 .88.7 -160.0 +667 -166.7 466.7.122.3 +.7 -160.0 .7. 1600. 7-1M. .68.7.1 .7 +66.7 -122.3 8-Ann -t 7.1 .t .7.1 1.7 - 0 . -82.7 40.000 1 1-VAnn +68.7.160.0 +66.T-160.0 189.7.194.4 +88.7.112 s .88.7 -K2 6-T 466.7.160.0.•667 - 160.0' 466 -1346 7.112.5 446.7 -66. 4&o00 3x16' AM 114* Ann - +86.7.132:4.66.7 -08.3 -1II8.@ .7 • . +86.7 -111.5 +57 2 1 +86.7 -1 '4 +887.131 +83.7 -1 .1 ,0.7.90.0 4887.968 +80.7 -74.7 .7.74.T 7118" Ann - 4 5 4 4 +48 0 MISS 11,CAnn 486.7 -108.1 +08.7. 107.7 ..46.7 -87.8 +83.741.1 +46.7.9.2 +IM.7 -106.1 T- 06. +86.T -1 .0 +46.7 1 4 -89.2 8' Ann -66.7 ►94. - 4 1 +41.1.41.1 9.000 114 -Ann ,•68.7 -8" +90.7.94.4 +66.74L7 +46.7 73.1 437.8 -57.6 3Ne .68.7462 M.7 .64.4 .88.7.6 -.4 46&7-84.4 +53.5 -83.8 3/10 Am *98.6 1544-ftS -47.444T-3 71000 1I4 -AM +93.5.63.9 *36.6.566 +56.8,6.6 46.8- 368 ,47.3.47.3 Sr18' +83.5.33 8 . •58.8 6-56 6 466 8-56 498- 4 3n Ann +5445F *85.7 • +46. + 38.5 74.000 tia• Ann +80.9.80 s1 4$5.9.58 5 +88.5.56.5 rSS S ,BS 5 T .60.9.80.9 +dS 3 •68 5 -bS S 5 F -800 .�-- •r•�•+•.w�� mwrrn.�spaesro aso�n pre.�e rolertie tho �eveehanis. �Plli� aulMnloro 1412+ M OauMy Product APO►o�*of f er epa:iflo ard.. epNeno. iCyr :B/16'AtWArm t/ i- AnnaaNd- .090lmm�oyar•1!6-Annaoto ' 5f16- MAnn 1/9- NOW ft§f lh - MO IfxAriayer- Mr All'" ,+tl She' HS1/H9 114" M"t 9t &*h - .090 Intertayer -1B• Heat Strength 19 Rs-aed MarM 2002 ROUGH OPENING } 2.710 500 i 2.784 J F �J ROUGH ,�-- -- � OPENING 1 � 57.000 MAX 58.250 MAX DAYLIGHT DAYLIGHT I f OPENING OPENING .705 2.643 i'Ll — .500 2.784 5 33.625 MAX 33.625 MAX DAYLIGHT DAYLIGHT OPENING ROUGH I OPENING 2 1 t OPENING 74.125 MAX HORIZONTAL SECTION s 63.000 MAX 500 .500 .500 . 31 5 � 5 � 2 6 1 4 2 GLAZING OP77 GLAZING gPTION: O.AZ�,fG OPTION: 9 3116 ANIy. 13716 ANN. w/DUPONT 114 " TEMP. 2.094 *—JavPROVeeestmiswirn�. s� 2.770 .500 ROUGH ACCORA,�OPENING r: r. Rama: F.X. 7 11 0 ft'MO. F.K. 5 8 01 ffB77CAL SECTION B" i1. a. Oobl 1/13197 1 ficno. D. 19. 6/9/99 CORNER DETAIL ftwoofim err JMT V40U SECTION VIEWS - IMPACT XO n ?'ayar ALUMINUM HORIZONTAL SLIDING WINDOW Robert L. park. P.E 1 S. 4v)*.ere Saar: shwa orawng r & a«: REFERENCE: FTL - -1819, Flt —1820 & FTL —1821 PE 0=2 107 oe ocy as 1.0. wx asiiz. HS-710 NTS 2 5 4711 C • 11,11 g1*112,11111111111 to i i margowma am monmiaLmnoboLamLO& 74.125 x 63 troo 24,m 8,-Wo D,,W Least, based an C*mp&raJJ*&Afta14o*is and tiles TAIDWAST111 61300. 3.1 positive Design Lead, based an ConkparatWo Analysis and Water Test Prossme. 4-) 111-am- we for $42 a=*" or 1w Tapa"56 3.) (1) amber q, (non such *we of meeting rail Is rowir" (Tatal of (2) An hum at each OWDH"g tell-) Anchom fr *vm each co"w and as folts"m Wien spacing at head & silt - If-2W MUL spacing at isimba a ILSW Width tg-. 1.1 Hililifta In i I mandmias am quentift-of wAGhm aw side 74.125 x oXOft 24 Kegative usalliaLoods based on Comparative Analysis and Glass Table A6Y1111111111100. 34 #soft" fission Ueda bas" as Comparativ* Analysis and Water lost prossurw 4.) mundma are fat Via &=we or 1W Topcons. IL) (1) anchor -r from each sift of meathm rail Is vuqulr" (Totaf of m owlsom at sash "veating rap.) Amgwm V five such comer and as follower M=r, somal ng at head & silt =18.230' momm. spacing at (mnits, a 12j00' L&*" *C 0.9, 1,fl/ wo oftwwww INDUSTMES LUMt'AffA"Vt Robgn L. OwL RE ALUMINUM HG E 97 ,REFZPENCE TEST REPOPTS: F-TL-1819 & FTL-1820 P 51mm#3uraj 12 1071Y TECNAOLWY Pa .3ox !�29 NOKOWS. R 34V WXCUff, a 34z 7j 1 t AFFIMMASCOOMMOMM SlitmFlomellumcoull zw&A-m- M004"mcmu'LIAMOFF)m ACCEKAMM -am? 'os 3197 1 REM. F.X. 3/8/01 ANALYSIS — 3/1 RIZONTAL SLOW( jsh*o NFS, 3 5A & 114 T VdiNGOW • 1 • }.250 • •: o ° I x WOOD 250 .�L h1AX. 114" 7APCON SEC SPACING ON SHEET ! 1/4" TAPCON E£ SPACING ON SHEET I .258 MAX. i0 RAF cE,'dCE: F7L -1819. FTL— 7820 & FTL— 1821 2 X WOOD BUCK t1 9.250 r.250 7 112 PANNFAD SEE SPACM ON 42 PANHEA0 SPACING ON SHEET 1 W MAX. x WOOD a+ . ! + • BUCK rn. sitc s• • a TVA /AA4 ' 2 BUCK 2 PANNE 40 SPACING ON SHEET I e• M JA I x wow-, BUCK V DWON SPACING ON SHEET I Q 7 Af pWm Ascowty" Gwam TI � KCOQE 8Y J LT � WY16�1 CCOFtH MCMAMM X Ql _-%& U-s m , REM. F.K. 5 8 01 D.B. 11/13/97 1 REvsm 0.8. 819198 4a01 INDU ANCHORAGE ,ru.: � Pt- ALUMINUM HORIZONTAL SLIDING WINDOW ?'e 34112 S•e•s /vmu sca. 5•s•t: do•mg ae. tn. �'QiO r__t+rn7r.OK1r ° "T vo y0X lsa9 Srracfarnl as c+ara f� ;.ar CAW- ,z J4a /• HS -710 f !Cr a --i-� �- .705 .062 L 2.784 1.187 .062 I_' 062 1.187 ---� {--- .737 © FIXED MEETING RAIL' 1.081 O FLANGE FRAME 6063 -T5 ALUM. a SASH TOP RAIL 6063 —T5 ALUM. 6063 —T5 ALUM. .678 --j .062 --�- .723 062 1.057 —� ' .688 -4 ; 1.373 f 1.273 Q 114" GLAZING BEAD O WINE} LOAD ADAPTER 6063 —T5 ALUM. �+ 2.710 0 FLANGE FRAME HEAD 6063 —T5 &UM. .062 7.187 F+-- 1.183 r- "1 2.074 1.349 .062 6 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. ® FRAME SILL ADAPTER 6063 -T5 ALUM. INDUSTIUES- REFERENCE: FTL -1819, FTL -1820 & F7L -1821 1.349 I 1 291 T 1.970 ® SASH BOTTOM RAIL 6063 —T5 ALUM. .062 - -11-�- 2.094 1.722 —� 7 2.710 FLANGE FRAME SILL 6063 —T5 ALUM. FX r1L Clark. RE, I �LVr•.r+.v.rr ..v PE #39712 1070 TEvww=r am A4 wx ►sae Struanral MWOM S. R 34,773 Aoxo . R 342 74 HS-710 APFRO earscOMMManE same � m Mm" eat y �c aor.�oulceaaQ3- h�tg,•oS REM: 0.6. 6/9/w WINDOW NTS15 -15 + 41 1 1 1 C 18x2.5/81 17 :48:37 941.488.191*14132 -> 3857572329 Page 882 Y Oct -13 -01 12:26pm From-PGT INDUSTRIES 9414801900 T -334 P.01 F -182 M)AMbD MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROI. NOTICE OF AC.�CEPT.,AME PGT Industries 1474 Technology Drive Nokomis ^ 34275 BUILDING CODE COMPLIANCE OFFICE MUMO -DAVE FLAGLUR t3UILDINO slit WF_ST rLAGLttt STRt:I;'T. SUITS,. It:Q3 MIAMI. FLORIDA 3313u -1563 (305) 375 -2901 I'AX(305) 375 -2409 CON1 RACIVIt LICENSING SF(71'10N (303) 37S -2527 FAX (305) 37; -2539 CONMW10A ENFORCEMENT DIVISION (303) 373 -2966 FAX (30S) 375 -2909 'PRODUCT CO ITROL DIVISION (305) 375-2M FAX (30S) 372 -6339 Your application for Notice of Acceptance (NOA) of- 1"x Heavy Wall Aluminum Tube Clipped 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 BAiiding Cade 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 Nils 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.: 01-0323.02 EXPIRES: 0612= 006 Raul Rodriguez Chief Product Control Division THIS 1 Y ADDITIONAL PAGES F-09MECREIC EN RAL CONDITIONS 31. ILD1NG 06WE * PRODUCT REVIEW COMMWrFE 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. APPROVVI D: 06128/2001 its04S0W11pe2QW%temp1atesk *tk* acceptor," ccVW papedox f t Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet trait address: postmaster @buildingendeontine.com Homepage: bitp://www-l)uildlngtodconline.com 18/25/81 17:4124 941.488.1988 -FBZ -> 38575723Z9 Page 883 Oct -13 -01 12:26pm Prom -PGT INDUSTRIES 9414801900 T -334 P.02 P -182 PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED : _ JUN 2 20QL._ EXPIRES JUN 2 8 2006 MICE OF ACCEPTANCE• SPEQFIC CONDITIONS ITIQNS 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 (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 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, F.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 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, lx2.75x.375 (314 anchors) mullion, lx2.75x.650 (3/4 anchors) mullion or lx4x.375 (416 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 the 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 ;tea be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturees 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 Acccptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or taxed lite attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the Building Orricial or the South Florida Building Code (SFBC} in order to properly evaluate the installation o£ this system. Ivianu Perez, P.E. Product C Examiner Prod ct trot Division 2 18125MI 17 :42:19 941.48R.19f -F82-> Oct-13-01 12:26pm FrwPGT INDUSTRIES 305757M 9414801900 T -334 Page 004 P.03/09 F -182 P T Industries ACCEPTANCE No.: 0I- 0323.02 APPROVED JUN 2 8 2001 EXPIRES JUN Z 8 NOTICE OF ACCEPTANCE: STANDARD CONDI'T'IONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, State, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code 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 then correct installation of the product. d. The engineer who originally prepared, signed and seated 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 shivlt automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling 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 needs not rescal 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 t, 2 and this last page 3. END OF THIS ACCEPTANCE Manuel/Pere P.E., Product Con xamincr ProducLe6ntrol Division 3 .if CLAM &AM ,j W wttw (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 r -� ANCHM lea* WIN am em r —____� —,• r I aoiss MIN ii r! H . MM2 LYZIM A OVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W N I. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS Z, J. 5 AND 6 Z WINDOWS • MAY BE MULLED TO AMAX OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT AND N(N — IMPACT 4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 W_ w,tw H _ AlMa {Z? WINDOWS =LE© WZaN -E ABOVE FOR DETERMINING MAX ALLOWABLE DEMY PRESSURE SEE TABLES ON PAGE 5 & 6 M1) WX OPENING - H OR H1 +H2 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W1 +W2 PULL LENGTH = H1 I ANCWM- Tm 181, rvp. �co�cauruu�ea M ws � 10p, am it c I " H' EAVY WAL n PJF. /39732 ammouvi. tole r �* AMOK A .ks7� PQ Box I= MKQft A J4274 MULLS —a i� am ow .if CLAM &AM ,j W wttw (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 r -� ANCHM lea* WIN am em r —____� —,• r I aoiss MIN ii r! H . MM2 LYZIM A OVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W N I. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS Z, J. 5 AND 6 Z WINDOWS • MAY BE MULLED TO AMAX OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT AND N(N — IMPACT 4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 W_ w,tw H _ AlMa {Z? WINDOWS =LE© WZaN -E ABOVE FOR DETERMINING MAX ALLOWABLE DEMY PRESSURE SEE TABLES ON PAGE 5 & 6 M1) WX OPENING - H OR H1 +H2 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W1 +W2 PULL LENGTH = H1 I N �co�cauruu�ea c I " H' EAVY WAL n PJF. /39732 ammouvi. tole r �* AMOK A .ks7� PQ Box I= MKQft A J4274 MULLS —a i� A ■ w , o M+ N � r p a g H _ Hitti? ��!! f„PLE WINDOWS MULLED W10NE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH - W OR W 1 +W2 +W3 OR M4) MAX OPENING - W I +W2 OR W2 +W3 MULL LENGTH = H1 ° 0 aaraoveoasco�►nxavw�x � 9 Eli t� ov �co�cauruu�ea c I " H' EAVY WAL n PJF. /39732 ammouvi. tole r �* AMOK A .ks7� PQ Box I= MKQft A J4274 MULLS 9 Eli t� �co�cauruu�ea rNO, oras:. —a A LION ARRANGEMENT DE aw ow �a o 1x j1d6l 6621 m T m N Alco• IN MUM r2* aR 4'—1 Aet IN Now w= I= fwac MAIM m GPMM sm Nm MWAII 11" 10 M MW aw "m sa AIM p 5111IMnOM AL FASTENM MM BE &W cot►y AMWM SW AIM If TIMCAL MULLION M MM&We WM AUCK •RUM EROM CONC TYPE oppcm sm kwi-- (SO AS Mr rO mmm om MvD muArA20% 5= MT) 112 no SMIKv um t ARTMUM Ii mwl w= BflCFG AU FA$YDM AW K 04M CMM .um- 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCA77ONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANMY OF ANCHORS FROM CUP—TO-OPEMN0 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2978 SW N219 it Add. fir JUM WMD am I I-& O o••y aN m to r-,2, OR 41 oppom sm P•&I't fir MUM ( rrp 4, sm 0 1 . /- dffFL 4* zwm (m WAUM dP am FLAVM wr or ASE ww, appow =rs WU TO AM M A CLF OW V*- AND I PA I-- T C49N 0000 AAWAIT. At SMM ARWAS $IN AWr if FOR 10 MULL ig TIMCAL MUM ANA LION TO AfiXL&M WV&IaM TYP "A Alco• IN MUM r2* aR 4'—1 Aet IN Now w= I= fwac MAIM m GPMM sm Nm MWAII 11" 10 M MW aw "m sa AIM p 5111IMnOM AL FASTENM MM BE &W cot►y AMWM SW AIM If TIMCAL MULLION M MM&We WM AUCK •RUM EROM CONC TYPE oppcm sm kwi-- (SO AS Mr rO mmm om MvD muArA20% 5= MT) 112 no SMIKv um t ARTMUM Ii mwl w= BflCFG AU FA$YDM AW K 04M CMM .um- 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCA77ONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANMY OF ANCHORS FROM CUP—TO-OPEMN0 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2978 SW N219 it Add. fir JUM WMD am I I-& O o••y aN m to r-,2, OR 41 oppom sm 0:7 ( rrp 4, sm 0 1 . /- dffFL 4* zwm (m AU FASt ar awr emm -,,!LpFlV0M sEr Nair ww, ivaQm arik-mollpol QUANTITY OF ANCHORS SHOWN ARE FORA PICTORIAL of w REPRESENTA77ON ONLY. FOR CORRECT OUANnTY OF pup. ANCHORS PLEASE REFER TO CHARTS AND RAID THE MUUM CORRECT MULL SIZE AND PRESSURE REQD FOR YOUR I" HEAVY WALL MULLION & CLIP INSTALLATION DE SPECIFIC APPLr-4770N Rob M L6pm -- -- -- r" PS tum fm mw=w mw pa #a fAw Fswm� Suuftml AVXUM A 54M AV90" A aU41 _muus 'IX 7-161' 6627 4 02 mM r A 0 SHOWN CTOR/AL R'RESENZATIO# OILY. FOR CORRECT Qd�ANl17Y OF Aa1CHORS PLEASE RIFER TO CHARTS AID FIND THE CvRrcr MUu SIZE AAD PREWURE mcYOM 7C R YD 1 L } --•� -� ' �; � MIN. FROM am � Ti MAX ��YVt .}1y. �y MAX. T ��y � �Yl .KL Uf Z4&ffi N i� E ?3T 7LttL7ltlLL:+f f7f11alSIAFt ov j two FkIAU" i / I� L r-4��jj, 8 MIN. FROM -1 ENDS (TYP) 7--- I f J iJ —'A' -• RS RC,UQVFD . m a2�.�ocAt�yS FOR -Iv- Rf= maL 312E I A' 1tZxd 1 16 x4x i MIN. FROM ENOS (rrn) r' MAX. a T i MIN. FROM ENDS (m) i ¢x wax DIRT j I= P.J.P. ", ANCHOR LO f►#� 7 " MULUOM i �1 u + :i'L��i �A :14► r j MIN. FROM ENDS (tYP) B MIN. FROM ENDS (7yp) si W 0 N N m pT 1_ N m y --q ca 1. REFERENCE TEST REPORT FTL -2902, 2903 00 2975 °Y �c � Wom &JVm mmom a 34.014 UUUS 6 ? 6621 co T N �d 11 N v L �4S NO 1. REFERENCE TEST REPORT M -2902, 2903 AND 2975 -lx HEAVY. WALL MULLS MATT: 6063 --T6 Ale Robeat 1� I' HEAVY WAS rro per r+ocoar �otic R0. XX ISO R t+a7S A M74 Was ix a 1 0 m � 4 � � T � 1 'a r 4 Nat N � r m L. o N .AflfAfiPl.,'M1W12,► o ,warp ar -aax3 w i )FILES o� o 6621 m �I W .v 2 Z . _ - •OPENING WID'iH lief lt+iCHES 50 60 1 .70 80 10 1 120 1fi0 14.75X.375 314 Anchors OP NO WIDTH IN INCHES cm 6621 0 50 1 60 70 1 80 90 1 100 1 110 120 1130 160 217017 01701701701701701701701701701701701701701701701 170170 2 4817011701701701610 7015411701500701491701491170149070149070149070 0 m 0 170117 1611170 1481170 '14011701136!'170 130170 t IV 13411 134170 135 165126163121 148119 142 W'1341170 118 141 118 141 118 141 1451 '152 1271131 116111610111071001100 96 196 93 193 92192 92192 92192 x =.131.131112!112 99,99101%):.84,84 80:801 77 77 ?6 78 78 76 78 76 66 11301S 97 t 97 86 t 85 77 i 77 72172 66 188 66165 64164 6303 3 83183 72 86 73 73 65 68 58 58 54 54 50 50 48148' 46 46 45 45 44 44 73 73 62 62 64 54 49 49 45 46 42 42 40 40 38i38 37;37 36i36 78 67 167 57157 50150 45145 41 141 38138 38136 35135 ,33133 32132 4044'16-4 �!lii•iiii�ii�Aiiiii� 40 40 35 36 32 32 30 30 28 28 27 27 28 26 24 24 a 90 43 143 37137 32 132 28128 26126 24124 22122 14.75X.375 314 Anchors OP NO WIDTH IN INCHES cm 6621 0 50 1 60 70 1 80 90 1 100 1 110 120 1130 160 217017 01701701701701701701701701701701701701701701701 170170 2 4817011701701701610 7015411701500701491701491170149070149070149070 0 m 0 170117 1611170 1481170 '14011701136!'170 130170 t IV 13411 134170 135 165126163121 148119 142 W'1341170 118 141 118 141 118 141 1451 '152 1271131 116111610111071001100 96 196 93 193 92192 92192 92192 x =.131.131112!112 99,99101%):.84,84 80:801 77 77 ?6 78 78 76 78 76 66 11301S 97 t 97 86 t 85 77 i 77 72172 66 188 66165 64164 6303 3 83183 72 86 73 73 65 68 58 58 54 54 50 50 48148' 46 46 45 45 44 44 73 73 62 62 64 54 49 49 45 46 42 42 40 40 38i38 37;37 36i36 78 67 167 57157 50150 45145 41 141 38138 38136 35135 ,33133 32132 4044'16-4 46 45 40 40 35 36 32 32 30 30 28 28 27 27 28 26 24 24 a 90 43 143 37137 32 132 28128 26126 24124 22122 21121 20120 19118 36 36 30.30 28 26 23 23 21 21 19 19 18.18 17 17 16 15 15 9S 25 26 21 121118 118 16116 ' 1 • - 111 23123 19 14 '191 17117 15118 - I - ' 1 ' 610TES. 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A' TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 Vertical Mull uutr Length Horizontai Mull Mutt ] tangth Multiple Mulled Units Adu11 Length �Op'niftq wdth P.J.P. `74/28M mm R SSURE CHARTS I" HEAVY WALT. MULLION roso feces- Dave 14.14 ear usa smw ++aXMM n. 5270 a 34274 MMIS NTS 5 6 A cm 6621 0 o a N 0 m y N t IV P.J.P. `74/28M mm R SSURE CHARTS I" HEAVY WALT. MULLION roso feces- Dave 14.14 ear usa smw ++aXMM n. 5270 a 34274 MMIS NTS 5 6 A cm 6621 0 N I I OPENiN4 TH IN go-0 w I I 4- war �� cv xn I ss I cs jw I Ila I 1S I 17117 115 1151 . 1 29 29 24 24 21 21 i8 18 17 17 1S i8 _ Vertical Mum —T�,tt Length Horizontal Mull {- opening WL Length Multiple Muffed Units JAalt Length Opening Width w A ►+ ZL 1 a E` m co v m A nrPROeogta}1s�cor�.rroK+ran o apt Fl. m o° ! ALLOWABLE PRESSURE IN PSF OPENING WIDTH IN WOES a 50 60 70 80 90 100 110 120 130 160 12 170 170170170170 17 170 170 1 170170170 170170170170170 IrAl 170170170170 1701170 1701170 1701170 170x170 1701170 17Ot170 170!170 1701170 1701170 174.170 i+4 17017 170,170 1701701701170170170 170;170 170 170 169 170 170.170170170170170 162 170 158 170 i575-70 170170170170 151 170 157;170 70!170 157,170 i0 170 17011701170 15411701431170 1361701311170128.170 1271170 127 1 127170 `2 170,1701150,'170144,'170133 Tt01170150147013s 154!1701134!170 :�r1170126t1701171i66112i1W 120 165 170 110 148 128 170 103 136198 121 170 127 117 169 1�19� 94 120 116 166 108t14$105t144 91 115 118 165 89 112 115.11 10St144 88 111 ` 144 170 125 160 112 140 102 128 96 118 90 108 e8 102 83 98 81 195179-1-93 1401170 1211148 108.129 99 1116 92 ! 106 87189 83 t 93 801$9 78 87 75.64 128 138 111 i17 96,102190:92 83 83 1771-77 73 73 69 69 66 66 62 10 1121112 95195 82182 74174 67187 62 t 62 68168 54154 52 i 52 48148 16 92 92 78 78 67 67 80 60 54 54.150 50 47 47 44 44 42 42 1381391 .34184 54 54 47 47 42 t 42 37 3T 34 134 32 32 30130 28128 25125 11 59.59 50 50 43 43 38138 341,3413 1 31 29 ! 29 27 ! 27 28' • 281231231 27 27 22 22 19 19 1T 17 15 i 15 • Vertical Mum —T�,tt Length Horizontal Mull {- opening WL Length Multiple Muffed Units JAalt Length Opening Width w A ►+ ZL 1 a E` m co v m A nrPROeogta}1s�cor�.rroK+ran o apt Fl. m o° ! ALLOWABLE PRESSURE IN PSF OT P.J.P. ''41.-8100 IS BASE!? ON OPENING WlDTN. FOR MULTIPLE UNITS, PRESSURE CHARTS w A R ONLY TWO ADJACENT UNITS AT A' TIME. SEE SHEET t. ;, ICE TEST REPORT FTL -2902, 2903 AND 2975 IrAl 1 " HEAVY WALL MULLION t nTmaw am AMOM a nnxaes° �`t R,?74 uuus NTS 6 d 6 a4v � 6521 o co � N m 1�