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WS-10-1223Project Address 436 NE 94 Street Miami Shores, FL 33138- 1132060140340 Block: Lot: RICHARD CUMING 1 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 RICHARD CUMING 436 NE 94 Street MIAMI SHORES FL 33138 -2846 1 Contractor(s) Phone Cell Phone EAST COAST WINDOWS & DOORS. IN (954)581 -2113 Type of Work: WINDOWS & DOORS No of Openings: 28 Additional Info: IMPACT Classification: Residential Scanning: 6 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $5.00 $380.00 $18.00 $20.00 $438.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Expiration: 01109/2011 Parcel Number Phone Pay Date Pay Type Invoice # WS -7 -10 -38360 07/06/2010 Check #: 18031 07/15/2010 Check #: 18045 Amt Paid Amt Due $ 50.00 $ 388.00 $ 388.00 $ 0.00 Applicant July 15, 2010 Date Cell Valuation: Total Sq Feet: $ 25,000.00 0 1 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment July 15, 2010 1 Inspection Number: INSP - 147894 Permit Number: WS -7 -10 -1223 Scheduled Inspection Date: August 19, 2010 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Building Department Comments RETROFIT 25 WINDOWS AND 3 DOORS WITH IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 18, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762-4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140340 Phone: (954)581 -2113 Page 12 of 36 1115 f coo BUILDING PERMIT FBC 2001 Permit Type (circle). Owner's Name (Fee Simple Titleholder) J` Phone # 9s /-go 6 -5O Owner's Address V36 /2 V 57 City 1014/1 Sho S 4 re s State Zip 33 /3,?' Tenant/Lessee Name Phone # Job Address (where the work is being done) $ Value of Work For this Permit Total Fee Now Due $ Me.f) (Continued on opposite side) Miami Shores Village 13:77 II � I � Building Department "'' �' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 756.8972 b d . th Permit No. WS I D -, 2 Z' Master Permit No. CATION Electrical Plumbing Mechanical Roofmg Is Building Historically Designated YES NO 936 NZ= 99' S7 City Miami Shores Village County Miami -Dade Architect/Engineer's Name (if applicable) Phone # d8- Zip 331 Contractor's Company Name C� ea as �j jaws * DOD - Phhon � # Contractor's Address j_2//5 7 a' 42 • City P pa,n ® gi State `Y 'l Zip 3 3 06'0 Qualifier 6 leo 4.ro/ /nom re-7=r 9s - .5 / -ca // State Certificate or Registration No. 2 e - /S() Vle-N.3 Certificate of Competency No. Square Footage Of Work: Type of Work: ❑Addition °Alteration [New ❑ Repair/Replace ❑ Demolition Re fro .$ Describe Work: RI o "f- 4 c (4,J, he, ; ee) J K7 �3„/ �O O ,-. r GP ! A ;rya �f ****************************F Submittal Fee $ 5 P CO Permit Fee $ Q� CCF $ ' IS CO /CC Notary $ Training/Education Fee $ 5.0D- Technology Fee $ Scanning $ d Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged AN% or A t t The foregoing instrument was acknowledged before me this ci ' �J1 dayof te , 20( , D , by 3h L IU who is personally known to me or who has produced FLix. As identification and who did take an oath. NOTAR PUBLIC: Sign: Print: My Commission Expires: ik * * * * * * * * * * * * * * ** * * * * * * * ** APPLICATION APPROVED BY: chc 05 /13/03 l rho: iiiiiii DD560097 7 -05 -2010 Bonded Through Atlantic Bonding Co., Inc. * ****** * ****** * ****** * **** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** n r . ctor The oregoing instrument was acknowledged before me this? day of .)ti , 20 / by ,T , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBL Signa Sign: Print: e7 My Commission E ommission # DD560097 ommissionExpires 07- 05 -20L0 on •e• Through antic Bonding co.. Inc. * * * * * * * * * * ** * * * * * * * ** ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning PERMIT # 05/ NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Legal description of property: LOT i Property Address: C +"- .'7e 2. General description of improvement : r�iZF j 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: $ 6. a. Lender Name: b. Lender Address: c. Telephone & Fax Address: Telephone & Fax 9. Expiration Date* of this Notice: Signatut ofrOwn as Q 1r 1 h Signature o N��P is S. a of Florida TAX FOLIO# I /— 3 1 70-34/0 for .07 1 BLK iO& (ALL uthorized Officer/ Director /Partner/Maher Title/Office Print, Type, or Stamp Personally Known OR Produced Identification. (/ Type of ID Produced VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES, East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - Pompano Beach FL 33060 954 -581 -2113 / 954 - 581 -2114 fx Und nalties of el By &. Signatur f Owner r • er s 1 uthorized Officer/Director/Partner/Manager who signed above. Turn Over for Instructions 111111111111111111111111111111111111111111111 C.74 2010804-4 6899 OR Bk 273€0 Ps 2694; tips) RECORDED 07/02/2010 09:51 :53 HARVEY RUVIN, CLERK OF COURT HIAIII -DARE COUNTY, FLORIDA LAST PAGE This ace reserved for recorder. S .S'/ SUB M, 4 r 1� e s ,Se c .2 /# )D -37 ❑ Lengthy ,Legal attached 3 ad • , r // ei 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other do 1WARay be served as provided by Section 713.13(I)(a)7., Florida Statutes: �' a ° "°� Name: �'i� COUNTY C' -N, Address: f r °�� Ali Yi , ; I n , ar i,� 8. In addition to himself or herself, ovmer designates the folio y r q \ k -' A V ' Telephone &Fax , ,1 A i u , y - - . = r't ceiv o Lieno tice BS a1 in Secdon 713.13(I)(b), Florida Statutes: Name: *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W C OIA REC R + j OUR NOTICE OF COMMENCEMENT. e r The foregoing instrument was acknowledged before me this L i day of ∎TJ/la , 20cb , by rail n L1 ••• " ELEANOR CAFEE 1 Ce aaivn N DD560097 My Commission.Explres 07 -05 -2010 Bonded Through 'rimes "� Atlantic Bonding co.. Inc. re that! have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. x. Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 3,093 Lot Size: 6,400 SO FT Year Built: 1923 $50,000/ $123,232 MIAMI SHORES SEC 2 County: PB 10 -37 LOT 8 BLK 51 Legal LOT SIZE 50.000 X 128 Description: OR 19378 -3635 11 2000 School Board: 1 OR 27126 -1990 1209 $25,000/ $148,059 01 Year: 2009 2008 436 NE 94 ST Applied Applied Taxing Authority: Exemption/ Exemption/ JOHN FRANCIS LALLY Taxable Taxable ssessed Value: Value: Value: Regional: $50,000/ $123,232 $50,000/ $123,059 County: $50,000/ $123,232 $50,000/ $123,059 City: $50,000/ $123,232 $50,000/ $123,059 School Board: $25,000/ $148,232 $25,000/ $148,059 Folio No.: 11 -3206- 014 -0340 Property: 436 NE 94 ST Mailing RICHARD GORDON Address: CUMING JTRS :.348,086 JOHN FRANCIS LALLY $399,805 JTRS ssessed Value: 436 NE 94 ST MIAMI 173,059 SHORES FL 33138- ►'� 2009 2008 Land Value: $109,785 .198,519 Buildin. Value: $290,020 :.348,086 Market Value: $399,805 :.546,605 ssessed Value: 173,059 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home My Home l77iami a e.gC?v Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Propert y Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: .ACTIVE TOOL: SELECT Aerial Photography - 2009 ' My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Qur Site I Phone Directory I Privacv 1 Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. 0 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. N Property Boundary Page 1 of 2 Legend Selected Property Highway Miami -Dade County Water Street http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/6/2010 JOB ADDRESS Lally Residence 436 NE 94th Street, Miami Shores, FL 33138 WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd WINDOWS & DOOR SIZE NOA PRESSURES REQUIRED PRESSURES PRODUCT APPROVAL # GLASS type / size Y / N Y / N PRODUCT APPROVAL # BAR SIZE NOA PRESSURES ( +) PSF ( -)PSF ( +) PSF ( -) PSF (+)PsF ( -)PSF 1a 36 1/2 x 62 64.0 80.0 442 48.0 07- 0322.06 5/16 Ann/Ann N Y 06- 0125.07 1 x 2 3/4 x .375 x 62 90.0 90.0 lb 361 /2 x 62 64.0 80.0 44.2 48.0 07- 0322.06 5/16 Ann/Ann N 2 86 1/8 x 107 1/8 - 90.0 90.0 40.6 44.5 10- 0128.03 ' 9/16 HS/HS - N 3a 36 x 50 1/4 64.0 80.0 45.4 60.8 07- 0322.06 5/16 Ann /Ann N Y 06- 0125.07 1 x 2 3/4 x .375 x 36 170.0 170.0 3f3 36 x 18 80.0 80.0 45.4 60.8 08- 1112.10 7/16 HS /HS N 4a 36 x 50 1/4 64.0 80.0 45.4 49.2 07- 0322.06 5T16 Ann/Ann 1V Y 06- 0125.07 1 x23/4 x .375 x 36 170.0 170.0 4b 36 x 18 80.0 80.0 45.4 49.2 08- 1112.10 7/16 HS /HS N 5 36 x 50 640 80.0 454 492 07- 0322.06 5/16 Ann /Ann N --- 6 36 x 50 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann /Ann N - _ = 7 59 3/4 x 78 3/8 75.0 75.0 42.1 46.0 07- 0629.10 3/8 Ann/HS N > -- 77 77 7 n r, TE 8 69 3/4 x 781/2 75.0 75.0 41.7 45.5 07- 0629.10 3/8 Ann /HS N 3 52 3/8 x 62 1/2 64.0 80.0 43.3 47.2 07- 0322.06 5/16 Ann /Ann N 10 36 1/4 x 24 3/4 64.0 80.0 45.4 60.8 07 -0322.06 5/16 Ann /Ann N r- qL.,c 71,C) 11 52 3/8 x 50 64.0 80.0 44.2 48.0 07- 0322.06 5/16 Ann /Ann N 12 52 3/8 x 37 3/4 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann /Ann N SuI_JE T TO Cna, ,'i li J y,r n a _L - - _L_" , %� L 13 36x62 64.0 80.0 44.2 48.0 07- 0322.06 5 /16Ann/Ann N .1t=,�;M -- -,- .. V. 36 x 62 64.0 80.0 44.2 48.0 07- 0322.06 5/16 Ann/Ann N .Dr.7:17iT7 ,75 L, - 15a 36 3/4 x 55 3/4 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann/Ann N Y 06- 0125.07 1 x 2 3/4 x .375 x 55 3/4 107.0 107.0 15b 36 3/4 x 55 3/4 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann /Ann N 16 26 x 37 3/4 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann /Ann �' N _ 17 86 1/8 x 45 90.0 90.0 42.7 46.5 10- 0128.03 9/16 HS /HS -, FT N,-- 1 ffia 37 x 55 3/4 64.0 80.0 454 492 07- 0322.06 If.: • QQ_0 0 ; •' • : 1 x 2 3/4 x .375 x 55 3/4 107.0 • 107.0 5116 Ann /Ann . N 18b 37 x 55 3/4 64.0 80.0 45.4 49.2 07- 0322.06 5/16 Ann /Ann - -- i IN ' 19 70 x 78 1/2 75.0 75.0 41.7 45.5 07- 0629.10 3/8 Ann/HS NI_ • ■ -1 ) ••• - • • •• • • 20 52 3/8 x 37 3/4 64.0 80.0 45.4 60.8 07- 0322.06 , 5/16 Ann/Ann Z_I I N---- 21 52 3/8 x 37 3/4 64.0 80.0 45.4 60.8 07 -0322.06 5/16 Ann /Ann N • •, • • • • h "" 22 _ 37 x 50 - - -64.0 - 80.0_ _ -- 45.4 -- 49.2 -- -- 07- 0322.06 - -- 5/16Ann /Ann - j` J- - N---:- • � - :II: • - - -:__ • • I. • ' - 23 37 x 50 64.0 80.0 45.4 492 07- 0322.06 5/16 Ann/Ann J N • • • • • • ° • • THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. ... • • • • • • • Sri • • • • • • • * ** A MINIMUM OF TWO INSPECTIONS MAY BE REQUIRED (9st) FRAMING - DURING THE INSTALLATION OF CONCEAP,ED A$TQVf'Jn (2rt 1) FINN.. 4.AFTER ALL WORK IS COMPLE • • •• •• • • • • • •• •• ••• • • • ••• • • Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 2S 30 35 40 45 SO 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 - 46.3 -45.2 -44.4 - 43.8 - 43.3 -42.9 -42.5 - 42.2 -41.9 16 43.3 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 - 47.0 -45.8 - 45.0 - 44.4 - 43.9 - 43.4 - 43.1 -42.7 -42.4 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 - 47.6 -46.4 - 45.6 - 45.0 - 44.4 -44.0 -43.6 - 43.3 -43.0 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -48.2 - 47.0 - 46.2 -45.5 - 45.0 - 44.5 -44.2 -43.8 -43.5 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -48 7 -47 • 7 -46.0 -4 - 45.1 - 44.7 -44.3 _ 0 20 45.4 ! 43.3 42.7 42.1 Y' 41.7 41.3 41.0 40.6 -492 -58.4 -47.2 -55.4 -54.3 -45.5 -45.1 -44.8 -44.5 . 4. •e.2 43.6 43.0 42.5 42.1 41.8 .5 -50.2 -49.0 - 48.1 - 47.5 - 46.9 - 46.5 - 46.1 -45.7 -45.4 24 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 -51.2 - 49.9 - 49.0 -48.4 - 47.8 - 47.3 - 46.9 - 46.6 -46.2 26 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 -52.0 -50.8 -49.9 - 49.2 -48.6 - 48.1 - 47.7 - 47.3 -47.0 28 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 -52.8 -51.6 -50.7 - 49.9 - 49.4 - 48.9 - 48.5 -48.1 -47.8 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -53.6 -52.3 -51.4 -50.7 -50.1 - 49.6 - 49.2 - 48.8 -48.5 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -54.4 -53.0 -52.1 -51.4 -50.8 -50.3 -49.8 -49.5 -49.1 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -55.1 -53.7 -52.8 -52.0 -51.4 -50.9 -50.5 -50.1 -49.7 36 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 -55.7 -54.4 -53.4 -52.7 -52.1 -51.5 -51.1 -50.7 -50.3 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 40 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -57.0 -55.6 -54.6 -53.8 -53.2 -52.7 -522 -51.8 -51.5 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 -58.1 -56.7 -55.7 -54.9 -54.3 -53.8 -53.3 -52.9 -52.5 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -59.2 -57.8 -56.7 -55.9 -55.3 -54.8 -54.3 -53.9 -53.5 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -60.2 -58.7 -57.7 -56.9 -56.2 -55.7 -55.2 -54.8 -54.4 56 56.4 54.9 53.8 53.0 52.3 51.8 51.3 50.9 50.5 -61.2 -59.7 -58.6 -57.8 -57.1 -56.6 -56.1 -55.6 -55.3 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 - 62.0 -60.5 -59.5 -58.6 -58.0 -57.4 -56.9 -56.5 -56.1 Mean Roof Height Tributary Area (&l ft) (ft) 10 15 20 25 30 35 40 4S 50 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 -57.2 -55.0 -53.4 -52.1 -51.1 -50.2 - 49.5 -48.9 -48.3 16 43.3 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 -58.0 -55.7 -54.1 -52.8 -51.8 -50.9 - 50.2 - 49.5 -48.9 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 -58.7 -56.4 -54.8 -53.5 -52.5 -51.6 -50.8 - 50.2 -49.6 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -59.4 -57.1 -55.4 -54.2 -53.1 -52.2 -51.4 -50.8 -50.2 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -57.8 -56.1 54.8 -53.7 -52.8 52.0 -51.3 -50.7 20 45.4 44.2 43.3 42.7 42.1 41.7 41.3 41 40.6 -60.8 -58.4 -56.7 -55.4 -54.3 -53.4 -52.6 -51.9 -51.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 -62.0 -59.6 -57.8 -56.5 -55.4 -54.5 -53.7 -53.0 -52.3 24 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 -63.2 -60.7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 26 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 - 64.2 -61.7 -59.9 -58.5 -57.4 -56.4 -55.6 -54.8 -54.2 28 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 - 65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.5 -55.7 -55.0 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 - 66.2 -63.6 -61.7 -60.3 -59.1 -58.1 -57.3 -56.5 -55.8 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -67.1 - 64.5 -62.6 -61.1 -59.9 -58.9 -58.1 -57.3 -56.6 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 - 68.0 -65.3 - 63.4 -61.9 -60.7 -59.7 -58.8 -58.0 -57.3 36 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 -68.8 - 66.1 - 64.2 - 62.7 -61.4 -60.4 -59.5 -58.7 -58.0 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 - 69.6 - 66.8 - 64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 ao 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -70.3 -67.6 - 65.6 - 64.1 -62.8 - 61.8 - 60.9 -60.1 -59.3 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 -71.7 - 68.9 -66.9 -65.4 - 64.1 -63.0 -62.1 -61.3 -60.5 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -73.1 -70.2 -68.2 -66.6 -65.3 - 64.2 - 63.2 - 62.4 -61.7 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -74.3 -71.4 - 69.3 -67.7 • •9 66.1 • ,65Z : -6q,3 • W 5 : -6,71 56 56.4 54.9 53.8 53.0 52.3 •51.8 • • • • 5113 • 5._4 }}9 • 51. -75.5 -72.5 -70.4 -68.8 • •$7.4 `65:3 :-6 • -63.7 60 57.2 55.7 54.6 53.8 • 53.11 • 0 52.5 • • 52.0• 5t6 • SI.Z -76.6 -73.6 - 71.4 - 69.8 -68.4 - 67.3 - 66.3 - 65.4 -64.6 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 '1 • • • • • • • • • • • •'s • •e• • • • • • • • • • • • • •• • • • • • • • • Category 5 Engineering Services, Inc. 160° S. Federal Highway. #207, Pompano Beach, FL 33°62 (954) 784 (954) 7815708 fax CA #25854 emma(&cces.com • ,TOB SITE LOCATION: WIND SPF.FD = 140 MPH. EXPOSURE "C" These let re cd for the fo lmxine conditions onls: 1 Wind Speed (3 -second gust): 140 mph. 2 B 1dirg Category II (General Residential and Commensal Construction). 3 Importance Factor: 1.0 4 Exposure Category C 5 Topographic Factor (Kai): 1.0 (Flat Terrain) 6 Directionality Factor (K4: 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Ggri + -0.18 8 Enclosed Budding Conmdt an Engineer for any other conditions 1 Tables show the "worst rase" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or less. 3 Tables are valid for any roof slope For reductions for roof slopes leas than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the neat highest table value 5 egtruiete the tributary area (length a height) of the opening in question. Round the tributary area down to the neat smallest table value. lithe tnbutary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a budding comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as mkrcd to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 9 Read the worst case positive and negative design pressures for use as required by governing building department. • • • • • • Flt P.E. # 50 ••• • General Notes 1 These tables are not valid as a site - specific drawing • Eh T. Mellinger, P.E. 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. • • • • • • • • • • • • 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express wrgten c9asent. • • • • • i Date: March 26, 2010 • • • • • • • • • • • •• • • • • • • • •• 1st Floor 36x50SH 36x50SH 59 3/4 x 78 3/8 FD with (2) 15" sidelhes Den 36 x 50 1/4 SH 36x18HC 1 x23/4x36Mull Living Room 36 x 50 1/4 SH 36x18HC 1 x23/4x36Mull 86 1/8x107 1/8 Fixed Window 2 52 3/8 x 62 1/2 SH Breakfast Room 69 3/4 x 78 1/2 FD —UP- -- Foyer Laundry Room 36' Bath Dining Room 361/4 x243/4SH la, b Office (no closet) 523/8x50SH • • • •• •• • •• 52 3/8 x 37 3/4 Sr • Kitchen • 36x62SH 36 x 62 SH (2) 36 1/2 x 62 SH 1 x 2 3/4 x 62 Mull X111 1 At least one window in bedrooms will meet egress • 10 • 11 • •• •• • • • •• •' •^ • • • 13 14 (V 0) ••• • ••• •••■ • * • ••• ••• • ••••••••: • 0) ••••.• •••• >. • ••••173 -3 C U l D o co � J o ctL C Q j m 0 CO Q c V Q in E w� Q. Wft a • • • • P • . a) It _g•• t. • 'd o' • W„W . z•q•• as . i (2)37x553/4SH 1 x 2 3/4 x 55 3/4 Mull (2) 36 3/4 x 55 3/4 SH 1 x 2 3/4 x 55 3/4 Mull 18a 18b 17 19 2nd Floor 16 15a, b 20 At least one window in bedrooms will meet egress 21 ••.• • • •.L. ••• • • • • •• a N • • b •� • •. O N Lil • f� •.. • c0 ••` co • N IA 0 22 ' c c is 23 0 1. c i (0 O iU ti j W .0 la L 0 i d L a CO • CO • • C)• CO, • • • ••••1 O .c • • CO • • O C0 O M M J LL s 0 co CO 0 c0 0. 0 a Florida Building Code Online Community A ffairs 4 ,C)DIAMUNI TY PLANNING HDLJ INR Q,Okit+IUNITY, OC1/ir=L.ORMLNT CMFR EVCY +.W NAtL+ r )' OR`J =JCYI OF - NE sEGRETM Y BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge Stats & Facts Publications 1 FBC Staff 1 BCIS Site Map Links 1 Search 1 Product Approval USER: Public User product Approval Menu > Product or Application Search > Application Lift > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL239 -R13 Revision 2007 Approved • • • • •••• 1070 Technology Drive • • •' • ••• • Nokomis, FL 34275 • • • (941) 486 -0100 Ext22318 • • druark @pgtindustries.com PGT Industries Robert Clark bclark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bclark @pgtindustries.com Windows Single Hung Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 Page 1 of 4 • •• • •• • • • • •• • •••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • • •• • • • • •• 1.44... /(,,,,,..,. 'I,.,.:.a., «../.,.. /«« .,..«. .141 ....,...n «..,..,.«— „ ,raux TV(\ . .4:ra ( D . 0 1' A U.. T)T?1 1” TA 7V'1 T)! Year 1994 1994 • • • • • • • • • • • • • • • • 4LC Summary of Products FL # Model, Number or Name Description 239.1 QSH -3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0905.02 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC 3000- LM -07- 0905- 02.pdf FL239 R13 C CAC Letter SH -3000 LM.pdf Quality Assurance Contract Expiration Date 12/06/2012 Installation Instructions FL239 R13 II 3000- LM- 07- 090502.t11>; Verified By: Miami- DedeACO - CER•• Created by Independent Third Part9! • ; • • Evaluation Reports • • Created by Independant:1 rd Party: • • • 239.2 QSH -3000 (Small Missile Impact) Architectural System % AMilirum r I l- ung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0905.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency • • FL239 R13 C CAC 380VSM- 07- 0 §$V0•3.pdf FL239 R13 C CAC C.8tte3 &SH- 300MM.pdf • Quality Assurance Cdfiatt Expiration Date •• 12/06/2012 • • • • Installation Instructioq ' • • FL239 R13 II 3000 -S14- 07•0905- ■3lpdf • • Verified By: Miami -Dade BCCO - CER••• Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-4000 (Non - Impact, Heavy Duty Meeting Rail Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0706.03 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R13 C CAC 4000 - HDMR -06- 0706- 03.pdf FL239 R13 C CAC Letter SH -4000 HDMR.pdf Quality Assurance Contract Expiration Date 10/08/2011 Installation Instructions FL239 R13 II 4000 - HDMR -06- 0706- 03.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH -4000 (Non - Impact, Standard Meeting Rail) Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0706.04 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R13 C CAC 4000 -06- 0706- 04.pdf FL239 R13 C CAC Letter SH- 4000.pdf Quality Assurance Contract Expiration Date 09/30/2011 Installation Instructions FL239 R13 II 4000 -06- 0706- 04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH -500 (Large Missile Impact) I WinGuard Vinyl Single Hung Window Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/06/2009 05/09/2009 05/15/2009 06/09/2009 Page 2 of Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0905.02 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC SH 500 Ietter.PDF FL239 R13 C CAC SH 500 LM 08- 0820.14.pdf Quality Assurance Contract Expiration Date 01/08/2014 Installation Instructions FL239 R13 II SH 500 LM 08- 0820.14.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 IISH -600 (Non- Impact) Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Formerly known as SH -701. Please see Miami- Dade County Notice of Acceptance (NOA) #06- 1211.07 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R13 C CAC 600 -06- 1211- 07.pdf FL239 R13 C CAC Letter SH- 600.pdf Quality Assurance Contract Expiration Date 01/26/2011 Installation Instructions FL239 R13 II 600 -06- 1211- 07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Par? • • 239.7 ISH-700 (Impact) WinGuard Aluminum ting11ei+ung Win-scfo . •�••• Certification Agency C ••; FL239 R13 C CAC 750+07- 0322- 06.pdf • . • ' e • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Formerly known as SH -701. Please see Miami- Dade County Notice of Acceptance (NOA) #07- 0322.06 for product performance information, anchorage details, and anchor type, size, and spacing information, FL239 R13 C CAC retter g H- 700.pif • Quality Assurance G& Enact Expiration rati Date 03/23/2011 "" •••• • Installation Instructlt*fs': . ..:'. FL239 R13 II 700- OrA03t2- 06.pd1 ' Verified By: Miami-I/4@ M° - CER • Created by Independent Third Parh • Evaluation Reports . • Created by Independh t.th sd Party•••• • 239.8 SH -800 (Large Missile Impact) Multi -Story Aluminum Single Hung WiTititm Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0801.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC 800- LM -07- 0801- 03.PDF FL239 R13 C CAC Letter SH -800 LM.pdf Quality Assurance Contract Expiration Date 12/13/2012 Installation Instructions FL239 R13 II 800- LM -07- 0801- 03.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH -800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0306.11 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC 800- SM -07- 0306- 11.pdf FL239 R13 C CAC Letter SH -800 SM.pdf Quality Assurance Contract Expiration Date 07/03/2012 Installation Instructions FL239 R13 II 800- SM -07- 0306- 11.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Florida Building Code Online Back Next Department of Community Affairs Florida Building Code Online Codes and Standards httn•/ /unxnu flnririnimilrlinn nrrr /nr /nr arm r1+1 o c,,. r9„ or are, =N: r(: P\ TVf „rtn,,,,Q1R „4f` A1~,.,DW'7!101T' VZDC.IT Page 3 of Alti'1A1r Florida Building Code Online Page 4 of' 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovright Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: ® R III •• • • • • • • • • • • • • •• • • • • • • • • • • • • • •••• •••• • • • • • • • •••• •••• • • • • • • •• •• •• • • • • • • • • • • • • •• • • • • • • • • •• • •••• • • • • httn•//www flnriraahnilrlina nrcr /nr /nr aria Atl acrw9naram=vi t PITY lrrr+Tlrn,C 1 R„2 C' A PrraiG CIC"1T \IV2D(1T A/4/1A1 r PGT Visibly Better. - 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: SH -700 NOA 07- 0322.06 To Whom It May Concem: The above - referenced Miami -Dade County Notice of Acceptance meetVtbe .•:'• requirements of the Florida Building Code 2007 edition, section 1714. Lit (TAS protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Urge • • Missile). • • • • • • • •• • •••• . • Sincerely, Robert L. Clarl F.E. P.E. #39712 PGT Code Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 •••• • • • • •• • • • • •• • •• • • • • • • • • • • • •••• •••• • • • • • • • •••• •••• • • •• MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: Impact - SH MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinpcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade alty )i eserve the right • • to have this product or material tested for quality assurance purposes. If this proda qr. ?material feilC to • perform in the accepted manner, the manufacturer will incur the expense of such teitic gild the AHj may • • immediately revoke, modify, or suspend the use of such product or material within theig jyrgsdiction. BDRA • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cb i »?roduct.Qontrol Division that this product or material fails to meet the requirements of the applicable btiiidiugcode. ••:•. This product is approved as described herein, and has been designed to comply with the4'leiiaa Building • Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. • • • APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Windb,w act ", slags 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed ands 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "M ami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 .• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • 6) Forced Entry Test, per FBC 3603.2 (b) and TA$ 2 94 • • • • • along with marked -up drawings and installation diagram of an Akaiillitum Single.Hung Window, with fin frame, prepared by Fenestration Testing Laboratesp, Inc., Ted • • Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmat►do Largaea, P.E. •••• • . • • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading perV.13c TAS 202-,4 2) Large Missile Impact Test per FBC, TAS 201 i4 • ; • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • along with marked -up drawings and installation diagram of an AI inam Singleltung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test • • Report No. FTL -4958, dated 10/03 /06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel P Product Control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4647, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 242'14 2) Large Missile Impact Test per FBC, TAS 201.4 .' . : •' 3) Cyclic Wind Pressure Loading per FBC, TAS ip 34 E -2 •• along with marked -up drawings and installation diagram of an Alum Single'Hung Window, Impact, prepared by Fenestration Testing Laboratory, Ine 4 •T .st Regvrt'NQ. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaesratla, P.E. "" (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -4 • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 • along with marked -up drawings and installation diagram of Aluminum Single•Hung Window, Impact, prepared by Fenestration Testing Laboratory, TesfReport Nit "IL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. • • (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) •••• • • • .. •• •• • • • / �L1 i 11�I.•. �J' Manuel Per r.• E. Product Control NOA No. 07 722.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 •••••• • • • • • • • • • • . PGT Industries C. CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report NN EFL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespaiae Pit s•••••: • • (Submitted under previous NOA #05- 1018.01) • 1. Anchor Calculations and structural analysis, complying with FBC ! X74, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. • • • • • • • Complies with ASTM E1300 -02 • • • • • • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -3 • • • • • • • • • • •• • • • • • •••• • • ••• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. nel ' v Product Contr i i r NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • • • • • • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5/16° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/18' LAMI CONSISTING OF (2) LITER OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/18' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/18" LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFE MAXIMUM PVB INTERLAYER H. 13/16' LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1. 13/16' LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18' LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L 13/16' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTE S OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI 10: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) U ANNEALED GLASS WITH AN .090 DUPONT TES OF 1/8° BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4645, FTL -4848, FTL- 4847, FTL -4848, FTL -4649, FTL-4850, FTL -4651, FTL -4723, FTL-4957, FTL -4958 AND FTL -5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). R•.a uuvc 00,10 D° 1;24/08 R. A 00001•,1 /00:100 Oak RWOM. CHANGE NOTES 3 8 T. ADDNOTE9 ADO OLI SIYPE FX IV/308 8 TO NOTE 1.GLAVNGOPTIONS • • • • mama, FX ADD F71 70 NOTE T. Mc 00 FX 911105 .14 2/23/07 • • ••• • • • • • • • • • • • • • • • • •• • •• •• • • • • 47 • • • • • • • • • NOIONE19.8L8.170 • P.O. BQX 1 NOKOMIS. FL34Ve • • ••• • • • • ••• • • • • • • • • • •• •• • • •••• • • • ••• • • • • • • • • • 1 Better • • • • • • • • • •• •• • • GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT srleae 100, 100 00,100 81705 N7 5 1 u 11 I 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Robert L Oa,k, P.E. PE 039712 SWakaal 06 6 16,87,88 or 92 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18' NOM. 5/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 5/16" LAMI • 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEATATRIM GPHBNEB GLASS • • 6/18" LAMINATED • • • • • • • • AIR SPACE • • • • 1/8" ANNEALED OR HEAT SFRENGiHBNEDGLAS9®• • • • 13/16* NOM. •• ••• •• • • • •• • AR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS • • 1/2" NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER oho 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED • AIRSPACE 1/8' HEAT STRENGTHENED GLASS 1318" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • • ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18' WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR (ALL SECTIONS) a,•aer. oe� • • • as•sy 1+119/08 WNW Rarlakere awaap F.K • • • ADO ITEM92 TO W MLMU/.G. MAW (A4N&YAW YAW x /05 A NO CHANCE: THIS SHEET arced* paw J.J. 2/23(07 • • 1Q N O3 1 0RRE • N antra P.O. EQX 1120 NOIcoWS, FL34474 3tth& Bet GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT frimli e,e la..14 au* SN700 I Full 2 d 11 *aft Net rr, 4040-20 B 5/6/7 Robert L Omtc. P.E. PE 030712 Swaurel •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68° 70" 72" 74" TABLE 1. 78" 48" 50" 52" 831/8" UP TO 63 118" GLASS TYPES: RanueR J C R"tlep FJC a p J ( 1/24/06 80175 A,B,M 4 A,B,M A,B,M A,B,M C ,D,E,F,G,H,I,J,K,L RAW= chats/ Br J.L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 .80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 A. 5/16" LAMI - (1/6"A,.090,1/8"A) B. 6/16" LAMI - (118"A,.090,1/8"HS) C. 5/16" LAMI - (116"HS,.090,1/8"HS) D. 7/16" LAMI - (3/16"A,.090, 3/16 "A) E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) F. 7/16" LAMI - (3/18"HS „090, 3/16 °HS) G. 13/16" LAMI 10 - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1/PA,.090,1 /8"A) H. 13/18" LAMI 13 - 1 /8"HS, AIR SPACE, 5/16" LAMI - (118"A,.090,1/8"HS) L 13/18" LAMI 10 - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1 /8"HS) J. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) K 13118" LAMI IG - 1 /8°HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"HS) +80.0 +80.0 +80.0 +79.6 +80.0 F71-4723 ADD F.4723 TO MASS TYPES A AND O. • • wow 22907 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 • • • • -80.0 -80.0 -78.2 -80.0 •� Raid= • • • R_R R UPDATE TO ASTM E WW2 ROWE DV1E .SH NOLO 'mace WOW B REVISE CUSTOM FORMAT DMADDMt.RAELPY47EUNOS /PL 276 arc • P.O. BOX 1629 NOKOMIS, FL94274 FTL4648 FTL4646 +80.0 +80.0 +78.8 +76.9 +80.0 TEST REPORTS -80.0 -80.0 -78.8 -76.9 -80.0 FTL-4847, 4848, 4723, 4967 FTL4e47, 4848 F1L4647, 4648 FTL-4845, 4885 FTL -4845 FTL4645 F11-4646, 4723 FTL4648, 4850 F1L4849, 4650, 4958 Viably Baler +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -76.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE 38 3/8" 44" WINDOW HEIGHT 50 5/8" 63" 72" 74" 78" 48" 50" 52" 531/8" UPTO53 A,B,M® A,B,M A,B,M® A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +79.9 +76.9 +75.0 +80.0 -80.0 -79.9 -78.9 -75.0 -80.0 +70.0 +70.0 +70.0 +58.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +88.8 +88.7 +70.0 -70.0 -70.0 -68.8 -68.7 -70.0 +70.0 +70.0 +67.8 +65.6 +70.0 -70.0 -70.0 -67.8 -66.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 1 GLASS TYPE 53 118" 1 D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH • 76 "FLANGED AND 76" INTEGRAL FIN) 17 118" 22 11/18° I 28 3116" 00 � 80. . 0 +80.0 � 4�. . . 0 +800 � -80.0 . . I 33 314" +800 � -80.0 . . I 39 5/16" 44 13/16" +700 � -70.0 E +70.0 � -70.0 . I 80 318" +70.0 � 70.0 . . I 65 15/18" +700 � -70 +80.0 TABLE 4. HT. "0" MEETING RAIL "0" MEETING RAIL °R. "O" MEETING RAIL L. 13/18" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/18"HS,.090, 3l16"HS)• • • • • • rittel, i • M. 13/16" LAMI I0 - 1/8"A, AIR SPACE, 6/16" LAMI - (1/8"A,.090, 1/ICA)A • • • • • 61L4088 • • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITE96g0 AIPA91TIVEEESION PREIS IRE tF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM T2 38" MAXIMUM.® • ••• • • • ••: DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT amn•e I Safe te sH/ao NTS 1 eat d 11 S SH H �® WHT MINUS SASH HT 4040 I B PRODUCT WISES as emplybevrtei Ilk Philo Beldiag Meeptance Ne sc. Sgilutm : ,_ 1r zeal i Robot L Clack. P.E. PE 939712 ShuaWral •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • •• • • VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 52 1/4° 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/18" B 27 7/16" 27 1/8" C 27 7/18" 271/8" D 18 3/8" 153/4" E 163/8" 153/4" TABLE 5. SEE DLO TABLE SEE D TABLE (MAX) SEE DLO TABLE SEE DLOTABLE ep ewotlep F.K Deloa F.K 8/b05 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 l 0 X B DETAIL D VIEW (CUSTOM SASH) B NO CHANGE THIS SHEET .LL 2/23V7 531/8" MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH MI D 1 76" I.F. D-4- HEI 38 7 /18" MAX. SASH HEIGHT 20° SASH HEIGHT • • • • I A SEE DLO TABLE 0 SEE DLO TABLE 75° MAX. I.F. HEI HT ® SEE DLO TABLE 76" MAX. FLANGED HEIGHT DETAIL B VIEW (STANDARD SASH) • •• • • • • y •� • • • ADO INTEGRAL FIN (LE) VERSION, CNQ N ERODE EWE 4 DETAIL E RADIUS TOP (CUSTOM SASH) •• ••• • • • • • •• NOTES: • • 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAIL% • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. • • • •• • • • •• • • • • Dato OWN oar Ralias awwm A 8 aa"els"ep •••• • SEE NO 4 , •••• ft � Dt�RM278 • N•PA. BQX164B NOKO608, R 54274 7si* BMW • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 75" MAX. A I.F. HEIGHT SEE DLO TABLE 78" MAX. FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT tsro 511709 NTS I 4 S 11 i 4040 -20 / // "g4 Robert L Clerk, P.E. PE #39712 Sbuaural 20/1 49 5/8" MAX. FIXED DLO (ALL) 0 j X SEE DLO TABLE SEE D TABLE (MAX) SEE DLO TABLE SEE DLOTABLE ep ewotlep F.K Deloa F.K 8/b05 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 l 0 X B DETAIL D VIEW (CUSTOM SASH) B NO CHANGE THIS SHEET .LL 2/23V7 531/8" MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH MI D 1 76" I.F. D-4- HEI 38 7 /18" MAX. SASH HEIGHT 20° SASH HEIGHT • • • • I A SEE DLO TABLE 0 SEE DLO TABLE 75° MAX. I.F. HEI HT ® SEE DLO TABLE 76" MAX. FLANGED HEIGHT DETAIL B VIEW (STANDARD SASH) • •• • • • • y •� • • • ADO INTEGRAL FIN (LE) VERSION, CNQ N ERODE EWE 4 DETAIL E RADIUS TOP (CUSTOM SASH) •• ••• • • • • • •• NOTES: • • 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAIL% • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. • • • •• • • • •• • • • • Dato OWN oar Ralias awwm A 8 aa"els"ep •••• • SEE NO 4 , •••• ft � Dt�RM278 • N•PA. BQX164B NOKO608, R 54274 7si* BMW • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 75" MAX. A I.F. HEIGHT SEE DLO TABLE 78" MAX. FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT tsro 511709 NTS I 4 S 11 i 4040 -20 / // "g4 Robert L Clerk, P.E. PE #39712 Sbuaural 20/1 7,8 OR 17 SECTION B -B (LOW SILL SHOWN) HIGH SILL 2. HIGH SI LL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 11 u 2. LOW SI LL LOW SILL HEAD 2.948° (HIGH SILL) ULTRALIFT ONLY SECTIONS I.F. FRAME OUTSIDE JAMB OUTSIDE/ SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT INSIDE 9,10,11,15,18 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING •■.aaR oar Dew 1111303 Dom 1/2456 Rielskrav B lbdrias A • ••• • • Pradtg Rolodex F.IL F. K DIM V1/05 J.J. INSIDE • (OUTSIDE • ADD LF. etEcnom 3 a C01s0UDA7E 69L ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALIERNATE SILL • • • • • • • 1 • •• • • • NOSOMIL PLa427e • • • P.O. B911529 NORMS, FL 474 Visibly 17ertr ••• • • • • • • • • • • • • • •• •• ••• • • NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 2.710° PRODUCT REVISED so eon:00ft Balding whit die Robb Code Atteptanee Po A. • d7 Robert L Cwk. P.E. PE 628712 Structural 4' 20 // 2 3 5 6 7 8 9 10 11 12 13 15 18 17 18 19 21 23 26 26 27 DWG.# 4002A FLANGE FRAME HEAD 1155 #8 X1.000 QUAD PN. SMS 4003C FLANGE FRAME SILL (LOW SILL) 1826 ADHESIVE OPEN CELL FOAM PAD 4004 FLANGE FRAME JAMB 4025 SASH STOP 4026 SASH STOP (EGRESS) 1.125 LONG 4029 SPIRAL BALANCE, 3/8 ", 5/8", OR 11/18" 1080 BALANCE COVER, 3/8" OR 618" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET 1085 /1086 SASH TOP GUIDE #8X1 PHILLIPS FLAT HEADS.STL 1080 -1 BALANCE COVER, 11/18" 4063 SASH STOP COVER 4029 -1 4054C 40080 SASH BRACKET #8-32 X 12" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL 1236 WSTP.,.170 X.270 BACK, FIN SEAL 1098 SWEEP LATCH 1016 #8 X.825 PH. FL. SMS DESCRIPTION 28 30 31 34 35 36 37 38 41 42 44 45 46 47 49 50 52 53 54 56 56 57 68 59 7ba0aF O.* 4007 1228 4008 1288 1822 1052 1224 1225 403913 40448 4222A 9850 4087 4071A 4072A 4073A 4074B 4009 1088 2740 1014 F.K Road* Dos F.K 12496 F FJ( 8/1106 SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LANG SETTING BLOCK 3/32" X25/134" X 1" LAMI 10 SETTING BLOCK 1° X 314" X1/16" VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5/18 LAM GLASS. GLAZING BEAD, 6/16 LAMA W /GRILL KIT GLAZING BEAD, 7/18" LAMI GLAZING BEAD, 7/16" LANG W/GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (111011 SILL) SCREEN FRAME (HOR. & VER.) 1830 SCREEN CORNER KEY IN/RINGS •• • • 1631 SCREEN CORNER KEY W OUT RINGS • 1073 SCREEN SPRING • •• •• 1824 SCREEN SPLINE -.135 DM FOAM • ••• DON •.ab"a ADD IF. FRAME1MM847 48 49 AND 60. 2I.• I1/13M B ADO RIN82 OHO.DEBt�TIONRB1670&88 •• balm A a.d aeF NO CHANGE TH18SSII TT Tr07 • • • • • • • • POT# 612225 781PQA 612226 7PAD1828 612227 612244 612244 6BALCVR916 7834.4M 7BALTBKT 42504 78XIFPAX BBALCVR870 64053 7ULBRKT 7832X12FPFX 64054C 64008 678160 71096 7858 812230 6TP249 612231 42501 71622K 71062K 6TP247W,K 8TP248K 64039B 844703 64222 6985 64067 64071 84072 84073 64074 764009 7SPRNG 82740 61014 6 : i33 •71634 • E1624K• • • • •• • • • • • • • • • • • 107 LA NOW0 fli4476 • • P.O. KR/6zo NOIO MIS.PL34274 • •• • ITBA 60 81 63 64 67 68 69 70 80 81 82 83 84 85 88 87 88 89 90 91 DWG.# 1835 506 1161 4051A 4050A ••• I T MO Beam DESCRIPTION SCREEN SPLINE - .135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) 48 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X1/2 - 7/113 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. A GLASS 6 /16" LAM, (1/8"A.090 PVB,1/S A) B. GLASS, 5/16° LAM, (1/8"A.090 PVB,1/81HS) C. GLASS, 5/18" LAND, (1/8°HS,.090 PVB,1B"HS) D. GLASS, 7/18" LAMI, (118°A,.090 PVB,1/8 A) E. GLASS, 7 /16" LAMI, (1/8A.080 PV8,1/B"HS) F. GLASS, 7 /16° LAMI, (1/8"HS,.090 PVB,11d"HS) G. GLASS, 13/16" LAMA 10;1/8"HS, AIR SPACE, 5/16" LAND, (118A.090 PVB,183 "A) H. GLASS, 13/18" LAMA 10;1/8"HS, AIR SPACE, 5/18" LAM, (1/8 .4.090 PV8,1/8"HS) I. GLASS, 13/16" LAMA 10; 1/8"HS, AIR SPACE, 5/16" LAND, (1/8I1S,.090 PVB,118"HS) J. GLASS, 13/16" LAND IG ;1/8118, AIR SPACE, 7/16" LANG, (3/16"A.090 PVB,3/181V K. GLASS, 13/1E3" LAMI IG;1/8"HS, AIR SPACE, 7/18" LAW, (3/113 ".4.090 PVB,3/16"HS) L. GLASS, 13/18" LAM 10 :1/8"FM, AIR SPACE, 7 /16" LAMA, (3/18"HS,.090 PVB,3 /18"HS) 92 M GLASS, 13/16" LAMI IG;1/8A AIR SPACE, 5/18" LAND, (1/8"A.090 PVB,1/8"A) 47 FRAME, I.F. HEAD ® #4071.4,6083 - T8 FRAME, .F. LOW SILL #4072A, 8083 - T8 • • 50 FRAME I.F. JAMB 4 FRAME, .F. HIGH SILL ®O #40741 6063 - T6 d isKV 44073A, 6083 - 76 (USED AS RADIUS TOP HEAD) PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT aidaliaidr 8/1740 NTS ant 6 s 11 •rapt& 4040 -20 B PGT# 616351( 61816 8533402 708X1 62BV1510 64051 64060 P*ODUCT Wag Code tie MI6 Acceplma Ne 9•h 06 Zb /t / (1‘. Robert L Cla*k, P.E. PE838712 Stmatural ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •. • • • • • •• • • Roo SBA F.K aweey, RJL Linea r 1383 O FLANGE FRAME HEAD #4002A, 6063-T6 .082 3.448 1 atm 11/13198 aft 124.98 8/1/05 I0-- 2.784 — 1.749 a.kaae A J.J. .062 6 FLANGE FRAME JAMB #4004,6083 -T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A,8083HD -T8® .062 2.710 I mo- 2 - 89 FLANGE FRAME SILL (HIGH) #4060A,6063 -76 2.830 - -+.082 11.490 I* 1.461 J O SASH STOP #4025.6083 -T6 h-2.279 .082 1 1.707 • • • AND UPGRADE BEM 21 ALLOY. l , ■. • NO C ANGE7HISSHEET • Otle '1/2&97 .062 1- 2.784 —� O FLANGE FRAME SILL (LoW) #40030,6063 -T8 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006O, 608314S-78 #4007,6083 -T6 1 2.330 J 17 SASH STOP COVER #4053,6063 -T6 2.838 • • • • • • • • • • •• • • • • • • ••• • • • • • •• ••• •• • • • 6 8 SASH BOTTOM RAIL (HIGH) #4051A, 606345 • • - • • • • • • Dim PI.44Z1 • • P.O.9g4ism NOXOW F1.94274 1+1.573 .738 ' 040 I.F. FRAME SEALANT ALONG ENTIRE JOINT II� I.F. FRAMEQ SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) —1 1.186 r 7 1.349 1 31 SASH SIDE RAIL #4008,8083 -T6 .060 .878 O GLAZING BEAD 7/16" #4222, 6083-T6 •• � • • • . 050 _....1t= .678 . • 1.115-1 `17 GLAZING BEAD, 7/16" #9850, 8083•T5 (USED W/ GRILL KIT) • • • • • • Vie* Better SH700 . 060 �. .878 41 1 .098 GLAZING BE 5/16' #40398,6083 -T6 .050 - 1.096 -! - I GLAZING BEA., 5/16" #4044B, 608345 (USED W/ GRILL KIT) ILL GLAZING BEAD, 13/16" IG #4067, 6063 -T5 .097 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Hal 1 7 er 11 4040.20 B Robert L perk P.E PE 039712 SwaVaal ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE: ^` WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, Ii,I J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, IiJ,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L AB,M PSF C,D,E,F,G, H,I,J,K,L A,B.M PSF C,D,E,F,G, H,LJ,K,L A,B,M ar dE0 •ar R,adifr aar F.K 11/1343 Rwrrs. blebs 0 Korb* A J.J. WINDOW HEIGHT 28.803 � 1 12 1 1:2 1 1 2 1 1 2 1 12 1 12 1 22 1 2 2 79 2 212 2 212 79 2 21 2 212 79 2 2a 2 22 72 2 ' 2 22 U N0 U 1 11 1 1 1 1 1 1 1 1 1 1:2 1 1 2 1 12 1 1 2 2 12 2 1.2 2 2 2 2 22 2 22 2 22 2 22 2 2 2 'ow •F pox F.K 12483 tlys Da* F .K 7/28!03 U z 8 1 1 1 1 1 1'2 1 12 1 2 2 1 2.2 1 22 1 2 2 2 22 2 2 2 2 2 2 2 22 79 2 2z 2 22 79 2 212 34.803 rf 0 o N > 1 12 1 12 1 1.2 1 1 2 1 23 1 23 1 23 1 23 2 23 2 2:3 2 23 2 23 2 23 2 2`3 79 2 212 2 213 2 213 O N 0 U 11 1 1 1 1.2 1 1.2 1 12 1 12 1 12 1 1 2 2 22 2 2,2 2 2 2 2 22 2 22 2 22 2 2.2 2 22 2 8 1 1 . 2 1 1 2 1 1 2 1 1'2 1 22 1 22 1 2 3 1 2 3 2 23 2 2:3 2 23 2 23 2 2 3 2 23 2 2 3 2 2:3 40.603 1 22 1 22 1 22 1 22 1 23 1 23 2 2 3 2 23 2 23 2 23 2 23 2 2 3 2 34 2 3:4 2 34 2 3 . 4 Z N 0 U 1 12 1 12 1 12 1 1.2 1 1 2 1 12 1 22 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'3 2 2 3 • • 2' 2 E 2 2 3 U z 8 1 2 2 1 22 1 2 2 1 2 2 1 23 1 2 3 1 2 3 1 2 3 2 23 2 2 3 2 3'3 2 33 2 33 2 •3 • 34 2 3.4 48.603 M d 1 2 2 1 22 1 2 2 1 22 1 23 1 2 3 2 23 2 2 3 2 2 3 2 23 2 24 2 24 2 34 2 2 3 4 My �ypT • • • �DPANDC REANCHQRQ7Y/8 TR7ED& l NO CHANGE TH/3SHEET • Gar 1/2387 U N 0 0 1 22 1 22 1 22 1 22 1 22 1 2 2 1 22 1 22 2 23 2 2 3 2 23 2 23 • � •3•4 •2• 2•3' 2 2 3 p Z 8 1 22 1 22 1 22 1 2 2 1 2 3 23 2 23 2 23 2 23 2 23 2 33 2 33 2 2 2 334 2 2 3 4 • • • • •• • 34 2 34 52.603 t el Cf 3 1 22 1 22 1 2 2 1 2 2 1 2 3 1 2.3 2 23 2 2 3 Z N O U 1 22 1 22 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 3 Z 8 1 22 1 22 1 2 2 22 2:3 1 2 3 2 23 2 2.3 2 24 2 2 4 2 3'4 2 3 4 3 3 2 2 42 2 j 2 3 2.3 •3 • 3' 4 1 3 34 2 2 3 2 2 3 2 23 2 2 3 3:3 2 3.3 • • • • rol I WE PI ENZI • 429 •• P.O.14 1. • NOKOMIS, PI. 94274 2 3 3 2 3 3 2 3 3 2 3 3 2 34 2 3:44• • • • • • • • • 68.603 co CI iV O 1 2.2 1 22 1 2 3 1 2'3 2 3 3 1 33 2 34 2 3:4 2 3 4 2 34 2 3 4 2 3 4 2 3:5 2 3.6 T 3 335 2 3 3_435 U N Z O V 1 22 1 22 1 2 2 1 22 1 2 2 1 22 1 23 1 23 2 2 3 2 23 2 23 2 2.3 2 3.3 2 33 2 33 2 33 Z — C 2 :2 1 22 1 2 2 1 22 2 2 2 2 2 2 2 2 2 2 M T. Ma& Better 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 8 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 3 3 sea ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15* MAX. FROM BOTTOM CORNERS 8' MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SZE AND GLASS TYPE IS TABLE KEY: (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD 2 MTG. RAIL t JAMB BELOW j MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 4040 • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE. WINDOW GLASS WIDTH TYPE C,D,E,F,O, H,I,J,K,L 19.125 24.000 32.000 A,B,M A,B,M PSF C ,D,E,F,G, H,I,J,K,L PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, 2 2 44.000 H,I,J,K,L 1 1 1 1 j 1 2 2 2 2 2 212 2 2 212 3 3 2'2 59 29.655 37.155 8 - 8 C) 1 1 1 1 1 1 1 1 1111 77 1 1_ 1 1 1 1 _1 11 1 22 1 22 Z N ^ 21 21 1 11 1 11 C,D,E,F,G, 1 1 2 1 37.000 H,I,J,K,L 111 1 1 1 1 212 2 2 A,B,M 1 1 1 2 1 111 1 1 212 2 2 PSF 54 79 62 79 2222 1 1 2 2 2 2 1 1 222'2 1 1 2 2 2.2 1 2 2223 1 2 2 2 2 3 C,D,E,F,G, 2 2 2 2 2 2 40.000 H,I,J,K,L 111 111 1 1 212 2 2 2 2 2 2 2 2 2 2 11 111 212 2 2 2•2 2.3 PSF 49 79 IX 79 79 2 2 2 2 2 2 2 2 111 111 1 1 212222123.322 P8 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 _2 2 2 2 2 48.000 H,I,J,K,L 111 1 1 212 2' 2 2 2 3 2 2 2 2 2 2 2 2 2 2 111 1 1 1 212 2.2 2122,2 C,D,E,F,G, 2 2 © 2 2 2 53.125 H,I,J,K,L 1r1 1 1 1 1 21 2 2 ©© 2 6 4P4 PS 41 67 46 67 76 79 • AB,M 2 2 2 2 2 2 2 11 1 111 1 1 2 2 2 2 3 3 3! Doman Dre 1V13A7Q Deln B •,� g: sc Rowe Deis FJC • • • now sr FJC Dels FJC 7/16W5 NO CHANGE MIS SHEET J,L � WINDOW HEIGHT 44.655 52.155 59.855 67.155 74.655 76.000 N 8 2: 1 2'1 2 2 1 2: 2 22 2 2 2 2 2 2 22 U Y N 1 1 2 2 2 2 1 1 2 :2 2 2 1 1 2 1 1 2222 1 1 1 1 1 1 2 1 1. 2 1 1 1 1 1 1 1 1 1 1 1 2:2222.2232:22233223333323 . 3332233433243433243 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 11 222222232: 22233223333323 .3332233433243433243 67 79 2 2 2333 2 2 2333 2 2 3333 2 2 3333 2 2 3334 2 2 3334 2 2 3:3 3 4 2 2 • 3 s4 4 N Q U 2;2 1 22 22 22 22 1 22 2 22 2 22 2 23 2 2 3_ 2 33 2 : 9 1 1 2222 1 1 2 2 2.2 1 1 2222 1 1 2 2 2 2 2 2 3333 2 2 3333 2 2 3343 2 2 3343 2 2 3.344 2 2 334.4 2 3 334.4 2 3 Z N 2 2 1 22 22 22 1 3 3 3 3 2 3 °3 2 33 2 33 2 33 2 3 3 2 3:3 1 1 2:2 2 2 1 1 2 1 1 3232 1 1 3.2 3.2 Z NC) 0 2'2 1 2:2 1 22 1 22 1 1 2232 1 1 2.2 3,2 1 1 3232 1 1 3.232 Z N8 22 22 1 22 22 1 1 3232 1 1 3.232 1 1 3232 1 1 3232 4?3 4®MM®M .4 2 4 2 ® ® ®� ®� 4 2 4 3 4 2 3 ® ® ®� ®� 4 2 4 4 2 ® ®�� ®� 4 2 4 3 4 2 ®®MM®M 4 2 4 3 4 4 ?3 4®MM®M 4 2 4 42 ®���� 4 4.4 2 4t ®���� 4 3 4 Z N 0 U 2'2 22 2 2 2 32 32 2 33 2 33 2 33 2 3 3 2 43 2 43 Z 2. ANCHOR LOCATIONS ARE BASED ON THE Q FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS 1 JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTT CORNERS 3 2 8' MAX. BELOW MTG. RAIL 1 ® SILL - ANCHORS NOT REQUIRED 3 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 ® NOTE 2. 3 2 4ZABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 3 2 ARE 1" LESS. 2 43 2 43 2 53 2 53 2 54 2 54 2 5,4 2 5.4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 5. DESIGN PRESSURE UMRATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF UNITED) TED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP)! HEAD 2 JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL • • •• • • • • • 3 � 2• • •3• L 3 3 2 3 3 ;413344 554354 3 2 3 3 2 3 3 2 3 44334 :' 4433.4 54435.4 • • • • • • • Dwae•s • gl aitkirsara • ANCHORAGE SPACING STANDARD VIEW • • ▪ • • p.0 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 94474 B e•rre ere ". Darer aes E ND NTS 9+ 11 I 4040.20 11 PRODUCT REVISED S eoepri wi6 MW DWI& 0, 04r Maputo, N. Date • •• • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• • • • ••• • ANCHOR QUANTITIES ANCHOR TYPE: ■ ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 12.776 15.776 18.776 21.776 24.778 27.776 30.776 31.106 006M rCZ 1 3NOO Z 44.839 50.382 55.925 DOOM £'z ON00 I Z ONOO clooAki ONOO Z Ws101 L IOM £'Z ONOO Z ON 1 aoom £'Z ON0O ONOO aooM E'z ONOO 3NO3 O VIZ ONOO Z ONOOI aoOMI N p 3N00 QOOM EZ 3N00 3NO3 WINDOW WDTH GLASS TYPE 39.125 KL ✓ r� 2 2 a • N ✓ N F. ✓ N ✓ N 2 ✓ N r N r N ✓ N ✓ N r r r a�I r m ✓ N ✓ CO ✓ m ✓ CO 2 24.000 K,L I r a- 2 1_ _ • N r N e- s - r N • N ✓ N r • m cn 3 r ✓ CO • N r I - mI r CO ✓ m CO e- s- . 1M 32.000 D,E,F,J, 3 2 3 N r N • N 3 F- a- M Cm r r • m ✓ N • m ✓ R ▪ CO Per ✓ et ✓ CO e- a - 4) • CO ▪ 4) 37.000 PSF 2 2 2 79 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 D.E,F,J, 74 I N NJ ✓ N N m e- . • CO Cal m r m N N CO v- CO Cal CO N 4. • m N V N tt r et N 4) N '4) r N CO N 40.000 PSF 79 79 2 79 2 79 2 1 3 3 1 6 18. 4 .1 a : 4• L 3 1 4 5 1 3 1 4 D,E,F,J, N r N r 2 2 N IN 79 N CO N CO • • • N V' N CO N V' N at N CO N V' N V' N CO N -4) N at N st N 4) N N N O N :t0 53.125 1 N M 44.000 PSF 79 76 79 77 79 2 79 2 79 3 1 a 4.1. 14• 41.3 1 4 6 6 4 D,E,F,J, K,L 5 1 3 1 5 N rj NIr N 104 N N 2 2 N CO N at N et I v N V' N m N 4) N et N CO N 4) N 4) N V' N t0 NOLO N C N CD 2 3 M 48.000 PSF 78 79 70 78 79 71 79 73 76 D,E,F,J, KL NIr 04 Is- : 2 1 2 2 01 1 02 N CO Al m v N ? (4 lat N 4) N Y N 4) CO b N 7 N CD M N N et N CO m tD 04 LO N m 2 2 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, KL NIr -1- Ir I NIN M IM N MI NIMI M N CI t) l ma t I N CI m ai I m t0I N 4) I ( N 10 I I m n. I _ N 4) M (D ;71 IN El N ANCHOR QUANTITIES SUBSTRATE: ANCHOR AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.778 27.776 30.776 31.106 006M rCZ 1 3NOO Z ONOO OooM £'Z N I ONO3 al 31403 ONO3 0 00M £'z NH./ (' 000M £'z N 14 ONOO t MOM £z ONO3 Z I 31403 aoo ONO3 A OOOM £z 3NO3 3 NO J WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 - 1 2 2 2 2 3 2 1 3 D O 4412.13 • 3 1 . 3 1r 3* 4.1• 3 1 3 4 1 3 _ 1 4 4) 3 1 4 44.000 68 7 • • • I • • • • • 2 1 2 1 2 2 2 2 3 2 1 3 3 1 6 18. 4 .1 a : 4• L 3 1 4 5 1 3 1 4 5 1 3 4 48.000 • 63 72 79 • • ••• •p • • • •• 2 212 2 2 2 3 213 41313 4 41314 51314 51314 53.125 68 6 2 2 1 2 2 2 2 3 3 1 a 4.1. 14• 41.3 1 4 6 6 4 5 1 3 1 5 5 1 3 1 5 Road twm FJC FJC Fc 11/1388 /24/06 Rearm B A aoex 1!1307 • • • ADD DP MAX E BY NO CHANGE THIS SHEET 1070 • • • • PA. apt 1828 KOKOMOB, PI347/4 • • Visibly Bemis (FULL DP) r HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: MAX. PSF (DP =TED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT adridible Soft BMW 811/00 NTS 10 a 11 wwww. 4040 -20 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -181/7 MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/7 MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 18" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 sir MIN. TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL 112 2 2 X912 2 2 RIR B PRODUCT REVISOR as complying Plidelt Raiding Code Mcsptuuse .�.' . , 06 arnss�t ay Dh1 6R L Clark, P.E. PE 839712 Structural ZD ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • EXTERIOR INTERIOR ® NOTES: ALL HEAD AND SILL DETAILS) 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX, MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE 151 3/4 °. 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -0ADE COUNTY, USE #12 STEEL SCREWS (G6) OR ®(SEE NOTE 4) (SEE NOTE 2 & 3 }® 114° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS, 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ' ;,,. ; ' , •: '. a 1 3/8° MIN., 1/4" TAPCONL TOTAL THICKNESS IS LESS THAN 1 12 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1.3/4 °MIN.,1 /4° CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12° WOOD BUCK OPTIONAL 1x - -��- �° �[� a THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE i`��— Y MIN. 318' ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 1i� x _ -_ --__L 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1 ---- '" -- -{ 1/4" 1 - - I —" – I 8063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. J 1 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN ® INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE � ' 1 1/4" 13 18" MULL I THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. IREME A MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4" MAX SHIM "-I 1 M 1/4" MAX. SHIM ��n` 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT IIE1111:L V 1 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). CONCRETE ANCHOR, (� , •. •, ���• WOOD ANCHOR, PH BELOW MEETING I� --ilia) ,tl� l RAIL. (SEE NOTE OTE 1 1 & 3) RAIL. (SEE NOTE 2 & 3) I INTERIOR (ALL JAMB DETAILS) EXTERIOR .131° DIA. MIN. x212 "NAIL, AT CORNERS AND 6° O.C. 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAx, SHIM DETAIL F, (HEAD) WOOD FRAME 2x WOOD BUCK (SEE NOTE 4)® DETAIL D •• ••• • • • ••• • • . lir MMIn • • •• • MAX. • • • • • • • Mr ODRRERS • SHIM •• ••• •• AN 5"Ot • •• WOOD FRAME .131" DIA. MIN. x 212° NAIL, AT CORNERS AND 5"O.C. DETAIL G, (SILL) 1/4” MAX. P&BDuCrME1/I5116 ` SHIM 1►10t14f$t� AtetplaIIM Ns % n Esfdt ahate 2`>;L ML77.0i/ WOOD FRAME FJC Romer FJG bra J' Debt 11813108 •!24/08 9'800 DETAIL E (JAMB) • • T aggAL INT4EGRS i I N ANCHORAGE • • °` • • • • • • ADD AIITEQRALFINANCH�pP �1JPDA�5ffi ER ES H ADO NOTES 7 UPDATE CON17iETE EMHEOM ply a.mm A ADD NOTE BRE RAT HE4DANCHORS, 2/23/07 • • • • P.O.8QX 1119 NOKOMIS, FL 34274 Bar V1tib(1 Better ANCHORAGE DETAILS A LUM. SINGLE HUNG WINDOW, IMPACT *IMO ■TS 11 ell I 4040-20 B L Clark, P.E. PE 438712 Skuchrral ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 ScorE: -Z ct e — ptj/y- , fe ctutro, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.sov/buitdin ;code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW 701" Aluminum Fixed Window -LMI •••• • ••• • '• APPROVAL DOCUMENT: Drawing No. 4259 - 4, titled "Aluminum Picture Window, Input; sheets 1 • tltibugh '" 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 44 W signed anti •••• • • •••• • • sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stomp with ate otsice • , .. • • of Acceptance number and expiration date by the Miami -Dade County Product Control DivtAbil. • • • • • • MISSILE IMPACT RATING: Large Missile Impact Resistant • • • • • • •• •• • •• • • Limitation: • • 1. Max DLO = Width - 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exteryor std ®of 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon comer dist nvt to.expeed 3•'. M. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5:: • • ax • • 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1 Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS •••• 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepased,' signed and sealed by Robert L. Clark, P.E. • .. • • • • • • 2. Glazing complies w/ ASTME- 1300 -02/04 • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). .•.• • . • • • F. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the `af;ei IIIG Cle or colored Interlayer", expiring on 05/21/11. • • 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for. :`DuPont Btg$Cite ) PVB ", expiring on 12/11 /2010. •••• E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 •••• • • • . . • • •••• • • •••• ks c 1 . LL4 L Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • • ••.••. •.•.•• • • ••••• • • ••.••• • • • •••• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2000,LUMINUM DESIGN MANUAL mltsla 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Osts 414107 12N6E3 /14V3 8 NOTES. ADO TO SAND AID - • • • REDUCE ANCHOR SPACING Ade • • • • • • •• ••• • • • • • • • • • • • i i • 11.11 • • • • ••• •• • • • •• • ••• • • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • •• •••• • Dora 342T15, s• ao.RQoersm • . NOKOMIS, R 34274 ••• • • • • • • • • • • • • • •• •• ••• • • Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 1 NTS I1 , 12 � •.�� 4259 B NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED : 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 P'RODUCTRENEWED r•e•pylq•W urP era" Bakting Cade Acceptance .10 Rsp bWmDMe PRODUCT REVISED ur. spM'e w.� Florida �P>oC 0 r.ie•i ors o� Robert L Lam. P.E. PE 1139712 Structural Rosa* bete FX Anew FX Omni* Dale FX 7H4v3 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE NO CH4NOE THIS SHEET NOCH N4NSS SHEET 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT F STRENGTHENED GLASS ••• • • • • 11/16" NOM GLASS BITE nos 1 OF Ado mT awe Rabble B Moths A tifthe Lip • • • • • • • • • •• •• • • • •. • • • • • • • • • • 1 • • • • • • ao.dbxwea MOMS. F1.84274 • • • • ••• • • • • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS ••• • • • • • • • • • • • • • •• •• ••• • • OUTSIDE so • Visibly Barter 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DtAIL '.: °° 1 1/16" LAMI I.G. GLAZING DETAIL 6 FLANGED OR INTEGRAL FIN'FR „ ' .' : FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT eaarr"�r sere a,r tro ea" PN-7S1 I FULL 2 d 12 I 4259-3 PRODUCT RENEWED gemPOI•Il.tl IM llmi6• Mediae Cede &OEMs Date DlaM PRODUCT DEVISED *complying wile Or Maids 8th Cede •.. Date 4W 04 09 HEXAGON FULL CIRCLE MAX SIZE = 60" BETWEEN FLATS MAX SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. FA: R•••S MAX. SIZ 96" X 4T OR MAX AREA = 24.47 SQ. FT. FJC 7114103 HALF CIRCLE MAX SIZE = 98 "X48" OR MAX AREA = 25.13 SQ. FT. UPDATE ANCHORAGE NOTE NO CHANGE 7NIS SHEET EYEBROW MAX. SIZE = 96 "X48" OR MAX AREA = 31.99 SQ. FT. 48" MAX 921/4" MA)�. DLO •• ••• • • • • • . • . •. • • NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • • •• • • •� `'`IZE. "X98" •• ••• •• OR AREA= 32.00SQ. FT. Road Avow fir bate mag 414/07 osw 12115/03 Rolleage Rodger e Rakkair 8 A Croo•••• • • . • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• ••• ••• • • • • •RECTANGLE OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 96" MAX. • • • • • • T oG•ORnza 3•1/b • • N:a :qx MO • NI•w_, 9.34274 Visibly Better ••• • • • • • • • • • • • • • •• •• ••• • • ELLIPTICAL MAX SIZE = 96" X 4T 44 1/4" MAX DLO FLANGED ELEVATIONS eer' •sure PW40r QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. ee•. 4/•e NTSI 3 •12 OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE =48 "X98" OR MAX AREA = 31.99 SQ. FT. AL UMINUM PICTURE WINDOW, IMPACT 42594 MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. PRODUCT RENEWED as /owl*, with tbt Rodeo Budding Cede _. Acesphutai see" = r (y 8 7 • OMANI , / % Robed Clark PE. PE •39712 ewoemet a.r"er F.K HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 80" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. FAN MAX SIZE = 96" X 47" OR MAX AREA = 24.47 SO. FT. FJC Omni* mac F.K M4W HALF CIRCLE MAX SIZE = 98' X 48" OR MAX AREA = 25.13 SQ. FT. a.mer Ratla bare 4/4107 Ore 12fIS03 a.kbee 0 a.kMar A I • • • • • ADD MIME 0.0 DU83i4IO? AND UPDA.E� NO CHANGE THIS SHEET ••• • • • • • • • • • • • • • •• • • • • • • • •• •• •.• ▪ • •• • • • • • • • • • • • • • •• •• ••• • • EYEBROW MAX. SIZE = 96" X 48" OR MAX AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. 1 MAX DLO A 50 FRAME 45 /4" O D. 48" D MAX ELLIPTICAL MAX. SIZE = 98" X 4T OR MAX AREA = 31.99 SQ. FT. 931/4" MAX DLO - 1 • • TRAPEZOID • • • • • RECTANGLE • MAX. ME = " X96" • • OR MAX AREA = 31.99 SQ. FT. • • • • • • M4X bIZE.:48" X 96' •• ••• • ORMAX AREA = 32.00 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 1 • • 2. • • • • • • • • 4 T RL7E • • • P.giqJl1lC18 • oat NOKOMIS F1 3W4 Vie Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Belmiedd Pa m1 I NTS I 4 s 12 I °r°� 425-4 CH. MAX. SIZE = 48'X98" OR MAX. AREA = 3028 SQ. FT. PRODUCT RENEWED SW*/Code Atavism* Ho -. -I 12.10 Saimaa Sao PRODUCT tu.vw < e mm plying .4k .re Florida Cade •• N" Ba1a ,:7�Z1G DG +09 a, Robert I- dark, P.E. PE 138712 Structural 76.500 TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE 11P GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 AREA 15.14 SQ.FT. 18.06 SQ.FT. WINDOW "X' DIM. 49.000 AREA 9.70 SQ.FT. 11.57 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA. 10.79 SQ.FT. 12.87 SQ.FT. 60.000 I A,B,C,D 4-80.0 I -80.0 +80.0 I 48.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 18.76 SQ.FT. 82.000 I A +80.0 B,C,D +80,0 AREA 16.23 SQ.FT. 19.38 SQ.FT. 87.500 93.000 •• NOTES: F.Z •81.3 FC 41407 Dew /2!/50.4 7/11/03 3 GLASS WINDOW "Y" DIMENSION TYPE 28.500 34.000 A,B,C,D +80.0 I -80.0 +80.0 -80.0 A +80.0 B,C,D +80.0 A +80.0 C +80. B,D +80.0 A +80.0 C +80.0 B,D +80.0 Matra S A a,e Naga -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 .80.0 -80.0 -80.0 -80.0 -80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. -80.0 -80.0 -80.0 96.000 AREA 18.41 SQ.FT. 21.96 SQ.FT. A +80.0 -80.0 +80.0 -80.0 C +80.0 -80.0 +80.0 -80.0 B,D +80.0 -80.0 ; t :0 t UPDATE DFSEGYF E'3 PER AVM el Ali N01gS. CLEANUP TABLE I 0133CRIPTION AND • CHANGE NOTE 1 ANCHORING tMTMM2SCREWS • emr 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 -74.0 -80.0 .80.0 AREA 19.00 SQ.FT. • • • r • • • • iY 31W7a • • e • P.O.1272( 0029 NOKOMIS. FL34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +90.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ. FT. +60.0 -80.0 22.19 SQ.FT. +79.3 +80.0 Q. 23.91 SFT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 ,, 30.00S .T Q.FT. Viably Bears 48.500 +80.0 I -80.o 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 2826 SQ.FT. +63.9 +72.2 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. +61.5 -61.5 +69.5 -69.5 +80.0 -80.0 31.00 SQ. FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. • +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 -67.0 +75.8 +80.0 -76.8 -80.0 -71.8 -80.0 -75.8 -80.0 29.17 SQ.FT. +624 +70.5 +80.0 -62.4 -70.5 -80.0 29.06 SQ.FT. +63.0 -63.0 +71.2 +80.0 -7t2 -80.0 25.51 SQ.FT. +71.9 -71.9 +80.0 -80.0 +80.0 -80.0 31.00 SQ.FT. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 32.00 SQ.FT. 26.33 SQT • • • • • • • • • • • 1. ALL MAXIM M SIZES SHOWN ON SHEET 3 ARE QUAUE D TO it HE• 1 q�32 •SQ.•FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIIR• TO PRLSSURt• FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. ea.eeeF gear 11 • • • • FLANGED UNIT DESIGN PRESSURES ,ac ALUMINUM PICTURE WINDOW, IMPACT WF7d1 I N7S I S d 12 42534 ft ir3 PRODUCT RENEWED 6e co„gymsan the Florida INtklIng Cede veeNapB-a • O IL EnDatle• (o7 Robert L Clark, P.E. PE•39T12 Strusktral • • • ••• • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• ••• • • • ••• • • • • • • ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •S ••• • • • ••• • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A..090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3116HS, 7/18" SPACE. 7/16" LAMI (3116A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 F11 -3850 WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D AREA 54.500 A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 I A C,D B, AREA 87.500 93.000 96.000 Reader a.•der FA 130s Oats wade,c mfr FR. 1211&03 ® ueF •rr FAL Man IA B,C,D A C B,D AREA A C B,D AREA A C B,D AREA a A ta.mee,: WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ. FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80,0 +80.0 18.06 SQ.FT. +80.0 +80.0 19.38 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -00.0 20.66 SQ.FT. +80.0 +80.0 +80.0 21.96 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 22.67 SQ.FT. • • • • • UPDATE DES1 4Pl E PA4le!113 .022ANDNOIES. CLEAN UP TABLE 2Y ON AND 1 , W R •• CHANGE NOTE 1 ANCHORING tarot orsi v • • eaz 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ. FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 25.51 SQ.FT. +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 -71.9 -80.0 -80.0 26.31 SQ.FT., • • • • • FL • • P.O. BOX 169 At01t'0 FL 31274 45.000 +80.0 J -80.0 1 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 • • 30.00 SQ.FT. • • • Vb1M Betm P• T r 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +5.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ. FT. +63.9 +72.2 +80.0 30.03 SQ.FT. +61.5 +89.5 +80, -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +50.0 1 -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ. FT. -60.0 -67.8 -80.0 32.00 SQ.FT. • . . -- • • NOTES: ® • • • • • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALII'll D TS 1Hl3PRESS IS32 • FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FO TH E MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE • FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10.AND • • • • • • • INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT e ednwa m ar S t PYW701 I NTS 16 s 12 4259 -4 B PRODUCT RENEWED as eomplylog with the Fluids Bnteing Code Acceptant* N•O EsPiw Oats By Mead Safe Marko / /77"-- d/ r� 2 Robert L Clark P.E. PEf39712 Structural 2.784° SCREWED C • RNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) © 11 o ° � III III ALONG ENTIRE JOINT OUTSIDE KEYED CORNER ASS'Y Q WELD (FLANGE FRAME) ALONG O ENTIRE • • •• • • • •. ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX DAYLIGHT OPENING Rif VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT RENEWED as eompiriagwith the Florida lialdlag Aa e epora No <&.►►►2. /o Expiration Data 21 rgi A RAN By I ( Awn Maid Dada Divided to • .. • WELDED CORNER ASS'Y (FLANGE FRAME), • •• • w • J . • • ••. • • • • .�oxe .'M. I • • • P.O. BOX 1629 NO1f0AC4, FL SW4 Render F.K Dam a.m e or • Arad ea neon Sy Da. FX F.K. 7/14W L e tiO CHANGE THIS SHEET rds A NO atANO11H!SSHEET er ax I SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT 1 HALFe 7 d 12 Ian.aow 42594 - /4 ta. P.E PE #39712 StruatleN • • • ••• • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.784" ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) •• OUTSIDE MAX. DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE •.• ; OINT • • •• • • . • • . . • • • • ••• • •. • • • •• MAX. WINDOW HEIGHT 0 0 0 0 MAX DAYLIGHT OPENING 2.784" -- INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED e° comP willt tie Florida Rddk a Cade Aee.4.a No O Efry4.das Duo Al MMMMMMwwww.777II Duh Amid Br Ftwatite FJC ameeF FiC F.IL DIr Raftber 8 A *am.ye are 4/4/17 are 11116403 7/1488 WELDED CORNER ASS'Y (INTEGRAL FIN FRAME). • ••• • • - • • Oar Noma • • NO CHANGE Ile 3SHEET NO CHANGE THIS SHEET are • • ••• • . • gagoniworstoor .N »c.,FL 3d PO. 1620 NO10606 FL 34874 Visibly Better SECTIONS, INTEGRAL RN ALUMINUM PICTURE WINDOW, IMPACT 8 ' 12 Io ••aorn 4259 -4 re aka.awe P367O1 f L Ciwk, P.E. PE1K 9112 SWUud ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • •• ••• • • • • • ••• • • ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 FA 4/407 Revel Br Fit FA DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 BWc 12'tFA73 /14103 Fir Mar A °i.d. PART 84256 64253 781PQX 64255 64254 6TP247 64262 r— .970° ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 E NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB 68 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18 "HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • • • • • • .346° ----I •• ••• • • NO CHANGE 0011 • • -• • • • Bert .975" 33751 P P42 OFO$ agX 4 4 •• • •: •t :1Z 1,APla .:4RlII:1.C, G &BEAD MATE: 6063 -T5 DWG NO. 4254 • •• •- • • • r • • • • • labx Vis1bj Borer 2.784° ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST n ALUMINUM PICTURE WINDOW, IMPACT am..e 7 ae.. I Dot ien PW.701 11ALFI 9 d 12 I 4269-4 1".'B 2.500 PROMS x 4ii i.E.WtH .. comeblos a in Balding O.* 1I1? • 10 b41,.. Daft, ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • F.K Raw Mr FX Oats F.K V/14A3 .131° DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 114" MAX. r SHIM T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. f SHIM f SEE NOTE 1 FOR EMBEDMENT Awed Or IbWBr 0a® Br Bea tlekr AMOY Oats 1218'03 leMbee B Arsons A tt°ms/Br 1 3/8" MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B WOOD ANCHOR (SEE NOTE 2) A SEE NOTE 1 FOR • A EMBEDMENT i • • • :: '• 1/4" MAX. r SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. f SHIM T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® 0( , Vs 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4° MIN. is ls1E 2. FOR WOOD APPLICATIONS IN MI Mal eN I', USE #12 OR #14 STEEL SCREWS (35) OR 114" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CQNCHTE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE ®F vamp cum, TQ B EINIGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHAQ. ESE A P . NI OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE ($R A S OEITO PROVIbE AU SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND AI4HOBAGE SPACING FOR TAPCONS MAY BE USED. • • .•• • • • • • • j • ate • •• � ANCHORAGE -HEAD; SILL AND JAMBS ALUMINUM PICTURE WINDOVV, IMPACT REVISE' AND UPDATE ANCHORAGE PER EMMERTRIC • • • PAS= 1529 • • QF9UIIC'IIADTEfAND F/69TEN6i8PAC6107 • • • N F19B74 ortet I Visibly Better t FLANGED DETAIL E OR 1.5 KSI MIN. CMU esres,e ere msse nerves nae PYK761 I NTS I 10 s 12 4259-4 B WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. r SHIM T FLANGED DETAIL C WOOD BUCK (SEE NOTE 3) PROf tilt: I Ntntbt tU s$ emptying "'lth the Swills Balding Cade deaeptan* No a8- 11 12.1 0 saplrsdo Bags /Ain 11 Division • • • • ••• • • e • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE a WIND. U a DIM. 49.0* 54.5" 80.0" 65.5" 71.0° 78.5" 82.0' 87.5* 93.0" O.C. O.C. O.C. O.C. O.C. O.C. O.C. o.c. 98.0" O.C. WINDOW "Y" DIMENSION 39.5' 2 . 4. X Y X Y X Y 15.0" 1.,2.,4. X Y PI 4- O Cal O t�f O m CO P o.c. CO esc n r n 1. n r r n 20 0` 1.,2.,4. X Y al co 0 Cal e�4 0 m t O m m C4 O O O O 0 0 O O 0 O 25.0" X Y CO CD O C4 0 m t�4 O m m P m al Cal N N N N V N N 28.5" 1.,2.,4. X Y 0 0 m l 0 CO co as m m m m m m OD zat m m m 30.0* 1.,2.,4. X Y co N CD O Cal CO 0 m sr 0 m N O O W O 0) O O O CO O 34.0* . 2. 4. X Y X Y X Y Cal 40 0 Cal A O m f�3 O m m O O O CO P CO 0 Cal O CO O CD CO Cal Cal Di O 03 0 m l 0 CD CO 0 a O Cal O N O O m O CO n w O co 02 m co m Pi O m Pi O m Pi co m O m Pi co m_ co CO O O CO 05 0 O CD CO O CO co co m co m 0 m co m t�I O m O m Pi 0 co O m CO O m O P O 0 n O i3 0 O 0 ID 0 O m Pi O w m W m co m O m w m_ O m O m m O 45.0' 1. 2. 4. X Y X Y X Y 0 CO W m n co O sr m m m O m m co P CO 0 N O co C 0 CD m O O a- 0 co O 03 O CO W m 0 CO O CO O 46.5' 1. 2. 4. XYXY X Y CO 0 Pi W CD m CO n O a O CO ID m co OD N N CO Cal O O m 0 m m 0 N N Cal 0 CO O O n O O m m O O 480" 2. 4. XYXY X Y Cal IN 0 O CD 1gi m m ti m W co m m m m m N P N Cal al CO N 0 a- O co A 0 m m O CO O O N P Cal Cal Cal N Cal Cal 0 W O 10 O O m m P- op O N N 19 N Cal Cal P Cal NOTES: 1R SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER O.C. X"' AND "Y" DIMENSION • • • • • • • FFj�11�T/�311� 2�/gro.g. (�N�RETE SUBSTRATE) MAX 8 V7 FROM CORNERS • • • • • • • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER T $AN SO RHE dIeRECR'ANd LAR :: • • FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYP THE PERIMETER OR CIROU CE, NOT EXCEEDING 81/7 FROM ANY CORNER. Ricatar RAW csacler Oskc Heatdcac Oasild NOKOWR FL 31274 Webb Better • 1 r , ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 5. 5/18' ELCO TAPCON PROW? RENEWED wwPiYhOl WO Om Worlds &deft Code Enda** Day Acceptant:el% 6_,19 if OMEN //‘ Robert L Oak. RE. PE 1/39712 Strucdural • TA13LE 4. 108 ON-CENTER DINIENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: 3au NOHOW/ WINDOW *V" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3. 1/4* ELCO TAPCON 4. 1/4' ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON 15.0* 2A 48.5" 48.0" 3..4 3., 44 S. 3. 4. 5. 3. d, 5 X X Y Y Y X Y X Y X Y X Y X Y X Y etc z11 VI 1 8/e at, 1 01 1 ere z41 Z/1 9 1 919 Z11 Z/L Z 11 1 411 1 P/181 l e/£ z41 411 91 14n6I 18/CZ11 1 P11 6 1 41 I 1 9!£ Z1 1 1 LL 1 1 8/9 z 1 i1 1 7 7116 161/£ 6 9i9 1 9119 61 1 8/£ ZL 1 91/£ 6 191 /L L1 1 4/1, 8 1 18/£ZL1 I ll 1 I 11 7 7 /18 1 9/9 6 , 19RZ11 Z/1 LL 1 ex Z1 Z/1 77/1715 1 411 L 1 eta ZL1 I z1 1 81£ z1 I z 1 , 9/9 Oil zn eta oil 1 01 1 1 erg oil 1 VI 9 1 1 8/9011 1Z/1Z11 1 eta 011 41181 18/9011 1 4/1 91 I Z/19I 19/9011 I ZI181 1 14 1 8/901' 1 I 4l 1 8/9 01 1 I LL 1 [ Z/L 8 1 1 BLl£ 1 es 011 1 91/£ 6� 1 9/9 01 1 91.1 B 1 9/1 1 ] 1 4/181 1 9/9 0171 1 1 18/901 1 LL 1914 1, 819 9 1 8/901 Zn 111 1 8/9 01 1 Zn 11' 1 8/1 L� 1 411 1 1 8/9 011 1 91. 1 1 8/9 01 1 1 Zl Zl Z/t L 1 Z1 _ 1 946 1 I z/1e1 I z11 1z/ 1 Z11 1 8/861 1 4/t91 I ZL 1 1 wt. 91 1 1 z1 1 44 I Z11 I 11 zLI LL 1 9LS 6 1 z4 1 91/£6 1 - Z4 owe 61 1 B/L 9 4/1 9 I 8S 6 1 1 Ll z1 11 1 B/L 9 1 8/5 9 8/9 6 1 7.14 111 Zt Z/1 11 811 9 1 4/1 1 1 8/9 6 I z1, 1 zt Z 49 011 Z/4 14 011 01 1 WE 01 Zl1 9 1 4/£ 01 ZI1 1 91/919 4/191 4/£ 01 4/1 9 911819 1 1 we Ot 1 91/11 1 1.1 1 we 01 1 11 1 4/£01 1 L 7 11/18 1 91/e we 01 81/£ 6! 4/£01 91/9 6 1 1 91/11 9 1 411 9 1 4 /£ 01 1 L 4/£ 01 1 1, 1 91/119 1 9/9 9 1 we 041 1 211111 4/£ 01 1 Z!4 •1 91/11.9 4/1 1 1 4/£ 01 1 z l 4/£ 01 Z1 91/£L 111 Z/1 L 1 191/£1 111 01 1 9/1 6 1 I Z/1 9I 191/91.1L1 / /1 21 1 1 94/1 91 14/1 9 I 191/£1 111 1 4/191 1 91/18 1 191191 11 1 91 /1 8 I 1.1 1 181/£1 11 1 11 191/91 LL 1 11 1 9l£ 1 91/9 6 9/1 8 191/£ 1914114. 1 911E 6 1 91/6 9 1 1 411 8 1 1 9/1, 6 1 L 1 1911£. 141 1 11 1 91/6 9 1819 1 9/1 6 1 2/1111 191/£111 1 z LL I 1 ins 9 1 4/1 1 1 B/L 6 1 z' 1 191 /91 14 1 PYO•UCT REAL, •tp •teespi7tq with Mr ?Wane addles Code Aeeeptwm No46 -1112. ID 4/e 01 1 Z/1 L I 419 01 1 01 4l£ 011 1 2/191 4/£ 01 1 1 12 1/2 1 4/4 6 1 1 4/1 9 1 4/£ 01 1 4/1 8 1 18 1/18 I 14/£ 011 1 91/1 9 11, 4/9 01 4/£ LL 1 91/£ L 911E 8 1 4/£ 'eve 81 419011 81861 VI 9 4/t 9 4/1 6 11 1 48 11 1 Z/4 9 1 1 9/98 1 4116 I en 1.11 4/e Z/4 111 VI 91 411 4/1 8 a 1 we 011 ZL p L91/14 111 571771 91/11 14 0 01 1 VI 9 1 91/14 111 Z/1 Zl 41£ B 1 4/1 9 1 91/11 11 1 4/L8 41£91 91/14 111 1914611 14 91/41 LL 1 1 1 191 /1,414 1 �L_ 1 'Ante 61 1 01 91 9 . 6_ 191/14 11 For ii 1we 9 1 14119 I 01 I 11 191/11 11 1 1 L/9 1 8/9 9 1 we 9 _Z/4 11 191/11 111 7JL ti 1 8119 1 1 4/1 1 1 we 8 I z1 191 /LL LL 1 ZL RtOlt.ao• oealy Mitkr,1,11. ,,,a„ 1 9/9 Z1 1 H 9/9 ZL1 71;17 91 /L 8 1 1 2/1 9/9 Z11 Z/1 Z1 18 7/161 1 411 B/5 Z1 4/1 9 1 91/1 8 1 es Z1 1 91/8 L Ll 194/£1 1.t. 1 8/9 ZL 11 LB /L 9 1 91/£ 8 191/£L 01 1. 91/ 6 1 Big Z1 911E 6 1 91/9 9 4/181 1 9111 6 18/9 Z4 11 1 91/5 9 1 8 /9 9 191116 Z/1 11 1 9/9Z1 Z!1 11j 191/£19 14/1 1 91 /1 91 I Z1 1 9/9 ZL 1 Z1 93.0' O.C. 8/9 LL 7171 1 819 14 1 OL 1 8n 01 1 Z/L 9 I 19/9IL1 Z/1 ZL w 4118 1 8/5 11 4/1 9 1 8 /181 w Les 11 W 18/£ L Ll 1 as 11 1LL I B/9 14 11 1 41£ 9 1 8/I 01 91/£ 6 1 era 11 911 1 4/1 9 411 8 co 11 1 1 9/9 14 11 1 91/£19 1 1 8/9 8 co ZI14 1 9/5 11 9 L , 1911£1 4/1 L co ZL 9/9 11 Z11 96.0 O.C. ZL Z/1L z1 1 F'771 we 6 1 Z/L 9 1 ZL 1 Z/4 ZL 91 / B 4/1 B Zt - 14/1 9 1 191/1 CO Z1 J CO 191/11/ LL 1Z/I I LL 1 1 ZL 11 1 Z/1 9 91/£6 1 z/1 01 1 911£8 1 Zl ("Ti m 4/1 B 9/£ 8 11 ZL [7.7 CO 9/98 91/1 8 Z/1 L L Z1 I Z /1 111 g 4/1 91 /L 9 ZL Z1 I Z1 1 d I i fs g7 NOTES: 7 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y, MAX. ON- CENTER (O.C.) "X' AND 'Y' DIMENSION FROM Tan 41M11. 2,4310.t. (TONERETE SUBSTRATE) DIM. MAX 81/T • FROM CORNERS • • • • • • • • • • s • • • • • • OfANOU111R• • l MM. P.E. PE R32712 tillocencl 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER A1A� SL lW�RE • tiBiRC- • WITHIN "X" FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROU'•• THE PtRIME�ER OR CIRQUMFFRENCE, NOT EXCEEDING 81/2' • ND • DIM. AND USE THE ON- CENTER FROM ANY CORNER. Rad* J FA ��" �1� • • ; • � • • .. �-� ANCHORAGE, CONCRETE SUBSTRATE TM ALUMINUM PICTURE WINDOW, IMPACT N+'MT • • > • 140,0116, a 91a�• • • • • • PCT 1529 • • •■' Ror.fpc Fx tbe�e"r ads I R. 91271 W eY1i°B°' P9K70! I NTS eere 1 12 d 12 I o...nr. 42593 10AC B ••• • • • • •• • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SMI Systems by Pande Pane LLC 11305 NW 128 Street Medley, FL 33178 SCOPE: p„ID .n►AEkT — SF (Snit' 09o) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 M+t IAMI FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.¢ov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expensepf such'testhrg and the AHJ may immediately revoke, modify, or suspend the use of such product 4 jfaferial withip their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by AQi rni Dade CSLnty Product Control Division that this product or material fails to meet the requirenzant•ef the applicable building code. . This product is approved as described herein, and has been designed to comply with the'Fl8rida Buiicciipg Code, including the High Velocity Hurricane Zone. • • ; • • ; • • • • • • • DESCRIPTION: 11TPTiAN. C...... "SMI-090" Aluminum Window Wall System L.M.I. - •.. .- • • • • • • APPROVAL DOCUMENT: Drawing No. W09 -24, titled "Series SMI -090 Alnmijum VO'indow4��t (L.M.L) ", sheets 1 through 13 of 13, dated 04/16/09 with revision "A" dated 04 /06 /10;preppged by Farooq Corporation, signed and sealed by Javad Ahmad, P E , bearing the Miami—Dade tounty Product• ' Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM NATION of this NOA will occur after the expiration date or if there has beep a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the. Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 10-0128.03 Expiration Date: May 12, 2015 Approval Date: May 12, 2010 Page 1 • • •.•.•• • • •••••. • • ••••• • • •••••• • • •••••• • • ••.••• • • SMI Systems by Pande Pane LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -24, titled "Series SMI -090 Aluminum Window Wall (L.M.I.) ", sheets 1 through 13 of 13, dated 04/16/09 with revision "A" dated 04 /06 /10,_prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 . • • • along with marked up drawings and installation diagram of winiow.wa syste ' • • . • • prepared by Fenestration Testing Laboratory, Inc., Test Report RTot x I L 57 deed .... :. January 27, 2009, signed and sealed by Carlos S. Rionda, P. E. •' :.. _ • • C. CALCULATIONS . • • • 1. Anchor verification calculations and structural analysis, •••• •••• Y � com l P yu>�witi� FB�'2 ©67, prepared by Al Farooq Corporation, dated January 12, 2010, sigaea' d Seale 'by Javad Ahmad, P. E. ..... • • •• • • Complies with ASTM E1300 -98/ 04 • .' • "' • • • • • ' •.•.• D. QUALITY ASSURANCE ' • 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their " Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. 2. Notice of Acceptance No. 09-0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04 /02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance, dated April 07, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL 5746, issued by Fenestration Testing Laboratory, Inc., dated January 27, 2009, signed and sealed by Carlos S. Rionda, P. E. G. OTHERS 1. None. E -1 Jaime D. Casco ; , P. E. Chief, Product Control Division NOA No. 10-0128.03 Expiration Date: May 12, 2015 Approval Date: May 12, 2010 ...... • • ..... • • ..... •..•.. • • • 0 00000 • • •...•• • • SEE CHART SHEETS 3 & 4 O.L. OPG. HEtGHT ■... Z 133HS 33S .rte _ ■ a ■ 1 ' O 1 4 I asp- .=- .w.we� --+�.. _ _. ■ 1 1 4• HEAD /SILL CORNERS =MUM 4' HEAD /SILL COMERS 3 D.L OPG. SEE SHEET 2 D.L. OPG. SEE SHEET 2 D.L. OPG. SEE SHEET 2 11111■ru ■ MOM • IL MEN IM EMI A.7premed rs aapty6.gea& Oa Fids IOna SERIES SMI -090 ALUMINUM WINDOW WALL THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI -DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR ODOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. ANCHORS TYPE ` aB OR 0 2 OR 3 AT EACH JAMB SEE SHEET 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IHVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDfONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMDAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA WOG. CODE SECTION 2003.8.4. 18' MAX. INSTRUCTIONS: USE CHARTS AS F0U.OIYS. STEP 2 STEP 3 STEP 4 STEP 5 TYPICAL NATIONS DETERMINE 045104 WNq L • • STEP 1 ON W5(D v f!BLDC. AF D � 4PNE• • SEE CHAR S U9N0 APPLICABLE ASCC 7 • • • • ON sliE3 2 Fe R Sti ILO • • • • • caftan OF laSIREE O OtASPI SR!. • • • • • CHECK MIJ!I NI CAPAC FOR a OWEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 & 4 FOR STOREFRONT MULLION AND SHEET 5 & 7 FOR DOOR MULLION. THE CAPACITY LOAD. • SHOULD 5 U LD EXCEED: DESI�W W d E A MOR IALE•T AAC(d OPTION PTION • USIO RA MORE TyAN •ES�i CP7 PTION S N Std 1 .• • • • • • • THE LO>4M VA LID RESULTING gtEM STEPS 2. 3 • • • AND 4 SWILL Apps TO ENTIRE SYSTEM. • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • •• • • • • • ••• ••• • • SEE 'SMRH M AIN' IMPACT DOOR NOA FOR DOOR RATING & DETAILS. I MEAD /SILL ANCHORS TYPE a 8 OR C ` ` „ AT DO MULL DR C �'-2 OR 3 AT EACH SIDE OF MULL � - gEE OR STS 6 & 7 SEE SHEET 5 FOR OUANTITIES a 4 HEAD /SILL CORNERS 3' Env JAvAD MOOD FLA PE a 745.92 CAN. 3538 D.L OPG. SEE SHEET 2 . 1 X • . ri'SSiw,f.c [•K C� 2010 ! > . oiv l e Al SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.500' FRAME HEIGHT = D.L.O. HEIGHT + 5.500 FOR ANCHORED JAMBS MAX. SIZES USE GLASS CHART ON SHEET 2. FOR UNANCHORED JAMB FRAME USE CHARTS ON SHEETS 3 & 4. THIS SYSTEM 15 RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. 1 8 M [ (:ro (:row ing no. wing (sheet 1 of 13) GLASS LOAD CAPACITY - PSF NOMINAL DIMS. D.L0. 80TH 30" 36' 42" 48" 54' 60" 88 -1/2" 30" 36" 42' 48' 54" 90" 68" 30" 36" 42" 48" se w 38" 42" 48" 54" 80" 30' 38" 42" 48" 54" 30" 38" 42" 48" 30" 36" 42' 48" 30" 36" 42" 44 -1/4" 30" 38" 42' 44 -1/4" 30" 38" 42" 44 -1/4' 0.1.0. HEIGHT 66 -1/2" 72 -1/2" 78 -1/2' 84 -1/2" 90 -1/2" 98 -1/2" 102 -1/2" 108" 114' 114 -1/2" GLASS TYPES A' @ 'Al' EXT. (4) INT. ( - ) 130.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 D.L.O. 1 01.0. WIDTH NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 n SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS .100" UVEKOL S LIQUID RESIN BY 'SURFACE SPECIALmES' OR .100' SAFLEX HP PV8 BY '5O1.11T18 SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' 9/18" OVERALL LAM. GLASS GLAZING OPTIONS INTERIOR GLAZED 1/4" HEAT STREW!) GLASS .100" UVEKOL 5 LOAD RESIN BY 'SURFACE SPECW.mES' OR .100" SAFLEX HP PV8 RY 'SOLUTIA SILICONE 1/4" HEAT STREN GLASS 009 CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS .100' UVE1(01. 5 LIQUID RESIN BY 'SURFACE SPECIALITIES' OR .100" SAFLEX HP PV8 BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE X 1/4" TEMP. GLASS GLASS TYPE 'Al" 1 -5/16 OVERALL LAM. NSUL. GLASS 1/4" HEAT STREW) CLASS .100" UVEKOL S LIQUID RESIN 8Y 'SURFACE SPECAUTIES' OR .100" SAFLEX HP PM BY 'SOLUTIA' 1/4' HEAT SIREN'/ GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS 9 /16 " OVERALL L U•1 GLi ! • • • • • • • • GLASS RA TYPE NSU • • • • • . • 1415/18' OVERALL LAM. NSLA. GLASS • • • • VI4244 O • • • ••• •• N a • .. NOTE: WINDOW WALL FRAMES AT INSULATED 4 LASS OPTION • NMI IE1E WITH•OR WITHOUT THER AL•BRFAK. • • • • • • • • • • NOTE: • • • • • • • • • • • . L GLASS CAPACRIES ON THIS $HET A81G • • • • • • • • • • GLASS BASED ON ASTM E13OO -04 (8 SEC.•GUSTS). • • • JAVA!) AHMFO CIVIL MA. 0 �� IA 3 2010 np: aesoldgg9At81Ae F3!..34 S66 6v2 Cede :o;1A:K We AS U Lsheet 2 of 13) • • • • • • • • • • • • • • • • • • ••• • • • • • •• .• • . • •• •• • • •• • • u GLASS LOAD CAPACITY - PSF NOMINAL DIMS. D.L0. 80TH 30" 36' 42" 48" 54' 60" 88 -1/2" 30" 36" 42' 48' 54" 90" 68" 30" 36" 42" 48" se w 38" 42" 48" 54" 80" 30' 38" 42" 48" 54" 30" 38" 42" 48" 30" 36" 42' 48" 30" 36" 42" 44 -1/4" 30" 38" 42' 44 -1/4" 30" 38" 42" 44 -1/4' 0.1.0. HEIGHT 66 -1/2" 72 -1/2" 78 -1/2' 84 -1/2" 90 -1/2" 98 -1/2" 102 -1/2" 108" 114' 114 -1/2" GLASS TYPES A' @ 'Al' EXT. (4) INT. ( - ) 130.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 D.L.O. 1 01.0. WIDTH NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 n SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS .100" UVEKOL S LIQUID RESIN BY 'SURFACE SPECIALmES' OR .100' SAFLEX HP PV8 BY '5O1.11T18 SILICONE DOW CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' 9/18" OVERALL LAM. GLASS GLAZING OPTIONS INTERIOR GLAZED 1/4" HEAT STREW!) GLASS .100" UVEKOL 5 LOAD RESIN BY 'SURFACE SPECW.mES' OR .100" SAFLEX HP PV8 RY 'SOLUTIA SILICONE 1/4" HEAT STREN GLASS 009 CORNING CWS DOW CORNING 899 GE 2000 PECORA 895 1/4" HEAT STREN'D GLASS .100' UVE1(01. 5 LIQUID RESIN BY 'SURFACE SPECIALITIES' OR .100" SAFLEX HP PV8 BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE X 1/4" TEMP. GLASS GLASS TYPE 'Al" 1 -5/16 OVERALL LAM. NSUL. GLASS 1/4" HEAT STREW) CLASS .100" UVEKOL S LIQUID RESIN 8Y 'SURFACE SPECAUTIES' OR .100" SAFLEX HP PM BY 'SOLUTIA' 1/4' HEAT SIREN'/ GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS 9 /16 " OVERALL L U•1 GLi ! • • • • • • • • GLASS RA TYPE NSU • • • • • . • 1415/18' OVERALL LAM. NSLA. GLASS • • • • VI4244 O • • • ••• •• N a • .. NOTE: WINDOW WALL FRAMES AT INSULATED 4 LASS OPTION • NMI IE1E WITH•OR WITHOUT THER AL•BRFAK. • • • • • • • • • • NOTE: • • • • • • • • • • • . L GLASS CAPACRIES ON THIS $HET A81G • • • • • • • • • • GLASS BASED ON ASTM E13OO -04 (8 SEC.•GUSTS). • • • JAVA!) AHMFO CIVIL MA. 0 �� IA 3 2010 np: aesoldgg9At81Ae F3!..34 S66 6v2 Cede :o;1A:K We AS U Lsheet 2 of 13) • • • • • • • • • • • • • • • • • • ••• • • • • • •• .• • . • •• •• • • •• • • JAMB/MULLIODESIGN LOAD CAPACTFT - N WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. 30' 39' 42 48' 54' 30' 38' 42' 48' 54' e• 30' 38' 42' 48' 54' 80' 30' 38' 42' 48' 54' 90' 30' 38' 42' 48' 54' 30' 38' 42' 48' 54' 30' 38' 42' 48' 311' 38' 42' 48' FRAME 89050 78' 84' 90' 99' 102' ter 114' 120' JAMB '31' MULLION 'M1' EST. ( +) MAT. (-) 30.0 _ 30.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 30.0 30.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 JAMB '32' MULLION 'M2' EXT. (+) NT. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 50.0 87.5 JAMB '33/34' MULL '313/M4' EXT. ( +) NT. ( -) 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 80.0 875 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. W1 142 WIDTH (W) W1 AT FRAME JAMB WIDTH (w) AT FRAME MULLION JAMB '31' W3 W2 + W3 2 • • . • _. • • • A • • • . JAMB 'Jr • JA61B 'di' •a�MB0'J4 : • • • MUMON '811' • • ••• • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • . • • •• ' :: •MULLIONS • .•. • • • • .•• • • • • • • • • • • • • • •• • • • • • • ..• • • • •• •• • • • • ••• • Ertgn MEAD NOWO CALL FLA PE / 70595 CAN. 7538 1 3 2010 MULLION '142' MULLION '133' MULLION 144' •N. L eo 604,171.6%dri FMt440 8% Cede Otte • • NO 0111704.9.4wG MAW 01414k4i 411r B7 z sh n I 11 PN 1 a 8 NOMINAL DIMS. 42" 48" 54" 60" 30' 38' 42' 48" 54" 60' 30" 36" 4Y 48' 54 80' JAMB 'Jl' MULLION 'Ml' EXT. ( +) INT ( -) 50.0 50.0 50.0 50.0 50.0 50.0 JAMB 'J2' MULLION 'M2' EXT. (a) WT. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 JAMB ' .13/34' MULL 'M3/M4' EXT. ( +) INT. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WIDTH (w) m AT FRAME MULLION INTERMEDIATE HORIZONTALS 'MU WIDTH (w) m wt AT FRAME JAMB 11 Fi �� r � �� r vA • • • • (' • • JAMB 'J1' JAMB • J2'• JAMB 'A' • 4/48:144 • • • • • • MULLION 'Ml' MULLION 4 512' MULLION '613' MULLION '44' • • • • • • • • • • • • • • • • • •• 9 4f 1 3 20 • • • ••• • • ••• • • • • • • • .•• • • • • • • • • • • •• •• • • • • •• •• • • • • • •• • • • • 8 1 [draw drawing no. ing (sheet 4 of 131 • • • ••• • • ••• • • • • • • • • • : • ••• • • • • • • • • • • • • •• •• • •• •• • ••• ••• • • ANCHOR LOAD CAPACITY - PSI, Earl +) a 04t( -) r i ;-1 .. =6 1 INTERMEDIATE PIOROONTALS WOOD BUCKS AND METAL STRUCTURES NOT BY SMITH MOUNTAIN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DIMS. ANCHORS TIPS '6' ANCHORS TYPE 'H' wOTH (9) RARE RFnalr A2 A8 B2 BS F 2 O t 0 8 a (? 1 i Q' lu� Q Q 0o p 1°. O 4 Z - ,. • Q 0 3 YI �1 30" 36' 90.0 90.0 90.0 90.0 TYVICAL ANCHORS; SEE ELEV. FOR SPACING 90.0 ' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ' 90.0 90.0 90.0 m» § : . 1: ' 4 �, 48• II '- : -. - - - 54' 60 90.0 90.0 90.0 90.0 rear t/4° DIA ULTRACON RV 'FLCO' (Fu=177 K9. Fy=15S K9) I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8' MIN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE I -1/4° MIN. EMBED INTO CONCRETE 1 ANCHOR EDGE DISTANCES INTO CONCRETE = 2 -I/2" MIN. ' INTO WOOD STRUCTURE = 1" MIN. __ _- ETTYPF • B' - - - - - - - - - - 0 8 0.0 e00 90.0 90.0 90A 30 38" OW 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Or 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 90.0 90.0 85.5 90.0 90.0 80.0 90.0 42 n , 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 0 90.0 90.0 900 90.0 90.0 90.0 151 W2 _ m 93 C 800 90.0 90.0 90 90.0 1/4" 01A IDTRACON BY 'ELCO" (Fu ®177 KAI. Fy =155 KSI) 87.1 90.0 90.0 90.0 90.0 AT I DIRECTLY INTO CONCRETE WITH 1 -I/4° MIN. EMBED INTO CONC. WIDTH (W) = Wl EE DISTANCES AT FRAME JAMB ANCHOR DG + WS 1 INTO CONCRETE - 2 -l/2" MIN. I ... 4 3 3 $ I I1 -3 t� J �, 4 7d O_ a, 1-60 N. t 63 4.1,) . i Z y , o ? � ° } ' 78.4 80.0 90.0 9110 90.0 90.0 00.0 90.0 90.0 90.0 90.0 900 900 900 90.0 930 90.0 90.0 90.0 90.0 90.0 900 900 90.0 90.0 WIDTH (W) - - - - - - -- - - - - - - FRAME MULLION TYPE .C. 804 90.0 90.0 90.0 90.0 72.4 90.0 88.6 900 90.0 114 SMS (TR CFl F 1580)' 1*1 SCRFWC ST /ST (GRADE 2 CRS) kk4 'z's 80.0 90.0 90.0 90.0 900 I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 K5I MIN.) I ALUMINUM : 1/8" THK. MIN. (8083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 ANCHOR EDGE DISTANCES 80.0 90.0 90.0 90.0 90.0 90 A 800 80.0 90.0 900 84.0 90.0 90.0 90.0 90.0 74.7 90.0 90.0 90.0 90A 67.2 90.0 82.8 90.0 90.0 M. 90" 90.0 90.0 90.0 90.0 90.0 INTO METAL STRUCTURE = 3/4" MIN. 90.0 90.0 80.0 900 90.0 L- CONCRETE AT HEAD, SILL OR JAMBS Fe = 3000 PSI MN. 89.6 90.0 90.0 900 90.0 78.4 900 90.0 80A 90.0 69.7 90.0 853 800 90.0 ■. _ 7 4" ■.. C -90 HOLLOW /F1jED BLOCK AT JAMBS I'm = 2000 PSI MN. 4 3 4. 3 , Ill I l �li1 e�.�. 62' 900 789 90.0 00.0 .k»%'asii 98' 90.0 800 90.0 90.0 90.0 90.0 90.0 90.0 900 80.0 90A 84.0 90.0 90.0 80.0 73.5 90.0 90.0 90.0 90.0 653 90.0 60.0 90.0 900 589 88.2 72.0 900 90.0 k�: »x 102' 900 900 80.0 90.0 80.0 -• ■•I I.... •.1. �. i 8" j . 3 }}(••_.. --- 3- • • • • • • • • • • • • • • • • • • • • 79.1 B0.0 80.0 90.0 00.0 89.2 90.0 84.7 900 90.0 8!} 80A 75.3 90.0 90.0 ♦A 36 A2 1 42 • 108 90.0 90A 90.0 90.0 90A • • • 87.1 9 0.0 90.0 90.0 90.0 • • A2 112. o • : • • •• • �: i i `-- I. _ - _ } _ 74.7 90.0 90.0 80.0 90.0 ••• . • . •• • • • • • • • • 65.3 900 80.0 92.0 90.0 • • •** • • • • • AINGIVELMES; _ A2 = ( ANCHORS TYPE 'A' AT EACH SIDE OF AND MULLION E. ": JAVAD MAD PE FTA. 70992 CAN. 30 - 1! y �l NL AP 1 LO'u ex 447 94 4 / 1 11 e - C Dr16t • =. • -^ 1•PS•7�'z.RAK •,.. ��". ..;"� ^. '. ^~ _{ /:::_ . R 114" 90.0 90.0 90.0 90.0 90.0 82.5 90.0 90.0 900 90.0 70.7 900 86.6 90.0 90.0 92 = 2 C2 = 2 JAMB ANCHORS TYPE IF AT EACH SIDE OF JAMB l!��VVDD MULLION • • • ANCHORS TYPE 'C' AT EACH SIDt L& JAMB•AN% 111..106 • • 61.9 90.0 769 90.0 90.0 30' 36' 42" 48" 120' 90.0 90.0 900 90.0 90.0 • • • • • • • • • • • • • • • droving no. ^09 - 24 78.4 80.0 90.0 90A 90.0 • • • A3 = (3) 'A' AT • SACO SIDE•OF JRMB AN0•MUUL10Y • ( 3) ANCHORS TYPE • '83 = (3) ANCHORS TYPE 'W AT `ACA SID i& JAMS MUUI2N • • • • �_ A IQCHORS 67.2 90.0 90.0 800 - 88.8 88.2 72.0 90.0 90.0 (sheet 5 of 13) • • • ••• • • ••• • • • • • • • • • : • ••• • • • • • • • • • • • • •• •• • •• •• • ••• ••• • • DOOR MULLION LOAD CAPACITY NOMINAL DIMS. ••04 01) 38 42' 48" 30" 38" 42' 48' 30' 38" 42' 30" 39' 4Y 30" 36' 42" FRAME HE01T 81 -3/4" 85 -3/4" 91 -3/4' 98 -3/4" 97 -3/4" 9/0 REINP. 00.(4) & 91T.( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 DOOR RUMOR EMU? REINFORCING 11170 SEI4FORCINO 00010 MULLION LOAD CAPACITY NOMINAL DIMS. .rant 24" 30" 38" 42" 48" 54' 80" 24' 30" 36" 42" 80" 24' 30' 38' 42" 48' 54" 24" 30" 38' 42' 48" 24" 30 38" 42" 48' 24' 30" 36" 42" 24" 30" 38" 42' 24` 30" 36" 42' IRAK HEIGHT 80• 84' 90' 98" 102' 108' 114" 120" 111771 REINP. E9.(4), & 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 ANCHOR TTOTAL N0. OF ANCHORS TYPES pOpR MULLION N N�' A 4 3 s 1 1/ ' 0. a $ \ 92 91 `` MICNO\R WIDTH (W) a 91 + W2 / 2 AT �Ir Tm� S S&L AA. 4 AA. 0. C' ' cc cc 3 •• ••• . • • • o • • •• • • • . • • • •• ••• •• • • • •• • ••• • • • • • .••• • • • • • • • • • • •. • • • • • •• • .•. • • • • •• • • • • • • • • • • • • • • • • • • • • • •• .• • • • • .. .• • • ••• • • SMITH MOUNTAIN -OUTSWING DOORS SEE SEPARATE N0A 92 • • ••• • .. • • • Zt + W2 DOOR 'MULLION ANCHOR - ` TOTAL N0. OF ANCHORS iYPF,S_ AT_OOOR ElywpN HEAD A 5 J N 8. C 4 3 Env: JAVAO AMMO FL. PE 1 7 C.A.N. 3539 AP APR 1 3 2010 92 WIDTH ( 91 + W2 2 SMITH MOUNTAIN OUTSWING DOORS SEE SEPARATE NOM 91 ANCHOR TYPES M. 9.0 TOTAL NO. OF ANCHORS AT DOOR MULLION SILL CC 3 0. W a a 9 no W09, -24 (sheet 6 u of 113) DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WITH REONF. FRAME HEIGHT INZHES 108 114 120 0004 HEIGT MOM (81) 16CHE9 WKS BO 80 80 60 72 84 96 60 72 84 86 60 72 84 98 8101H (82) PBXS 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 30 33 39 42 30 33 39 42 30 33 39 42 30 31 EAT. (0) MM. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. FRAYS MOO 0008 HEIGHT INCHES INCoES 108 114 120 84 84 84 WIDTH (81) PENES 60 72 84 96 60 72 84 98 60 72 84 96 810TH (82) INCHES 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 42 30 33 39 30 33 39 42 30 33 39 42 30 33 39 42 30 33 WTDI REDID. Re: (- 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • • 80.0: DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. FRAME HEIGHT MCHES 114 120 0009 HEIGHT INCHES 96 98 WIDTH ( «I) INCHES 60 72 84 96 80 72 84 96 91016 (92) INCHES 30 42 30 33 39 42 30 33 39 42 30 33 39 30 33 39 42 33 39 42 30 33 39 42 30 33 WITH RENT. Ex ( +) TNT. ( -) 800.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ••• • • • • • • •• • • • • • • • •• ••• •• • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • INBEIMIAZI WTTR RPJNFO9CONG • • • • • • • • • •• • ••.••. • • • .•• • • • • • • • • • • • •• • •• • • • •• •• • • • •.• • fltXJR 'MULLION DOOR MULLION LOAD CAPACITY - PSP NOMINAL DIMS. FRAME HOOD D INCHES 120 DOOR Hoar INCHES 108 90104 0n) WIDTH (82) INCHES INCHES 60 72 84 30 33 39 42 30 33 39 42 30 33 39 42 96 WITH REINF. ERE ( - -3 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ag. JAMAD MOO DAL FAA PE 9 70592 CAN. 3338 P R 1 3 201) ANCHOR TYPES CC TOTAL ADOOR MULLION HEAD HEAD 6 4 SMITH MOUNTAIN OUTSSING DOORS SEE SEPARATE NOA a ANCHOR TYPES M. 8. C TOTAL N0. OF ANCHORS AT 0004 MULLION SILL 6 4 \ 4 A drawing no. W09 -24 (sheet 7 013) • TYPICAL ANCHORS SEE ELEV. FOR SPACING d v • v SEE ELEV FOR S • 1 A 1 1 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV.- FOR SPACING • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • • • • • • ••• • • • • • •• • • •• • • • • • • • • • 7YPICA.. ANCHORS • • • • • • • • • • • • • • SEE ELEV. • •• ►IE • • ••• • FOR SPACING • • STRUL`TURES • • • ••• • • ••• • • • • • • • • • • • • ••• • • • • • •• • • • • •• • • • ••• • • II I INTERIOR GLAZED ERE: JAM AMMO FLA. PEI 70592 cw.N. 3538 PRY 3 2010 • g y a 'sheet 8 of 13 f f r • TYPCAL ANCHORS SEE ELEV. FOR SPACING 0 • 7 • " • o TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY MOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING n s e TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• • • • • • • • • • • • •;; •R• • a • • • 40 • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • •• •• • • ••• • • EXTERIOR GLAZED Ergr: JAW FLA. PE / 7os9Y CAN. 35.78 94 P1PR 1 2610 .Amotneedssosatoteimaidditio tr,eidy EWA no. W09 -24 Sheet 9 of 137 1/4• MAX SHIN SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK FILLER OPTIONAL SY OTHERS MIN. & MAX. GAP SEE CHART REINFORCING AS REOO. SEE SHEETS 3 & 4 FOR CAPACITY REINFORCING AS REOD. SEE SHEETS 3 & 4 FOR CAPACITY EXTERIOR EXTERIOR REINFORCING AS REOD. SEE SHEETS 3 & 4 FOR CAPACITY 1/4' MAX. SHIM SPACE PRN. & MAX, GAP SEE CHART • • • •• • • • • • • • • • • • • • • i • • • • •. • • • • •• • • • • •• • • • • • .•. • • • INTERIOR OR EXTERIOR GLAZEDI TYPICAL ANCHORS SEE ELEV. FOR SPACING SIUCONE DOW CORNING CCS DEPTH 3/8' MIN. 3/8 I/2 1/2' 3/4' 5 /8' i 1/4 MAX. SHW SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTE: REINFORCINGS NOT REQUIRED AT SECURED JAMBS APR 1 3 ZOtO arravtd as 'awoke sd0 se Fh b • 4I qj .• drawing no W09 -24 (sheet i Q Of 13 • ••• • • • • • •�• • • • • • • • • • • ••• • • • • • • • •• •• • •• •• • • ••• • • L wow a Ern J MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RI TRANSOM 1 1 I1 1 MIAW -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR v 1yI i . I L 1 F ; 0 0 m 1111ram- • ••• • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • .•• • • • • • • • • • • 1 • 1 • • • • • • • • • • • • • • • 1 • • • • • • • • • •• •• • • • ••• • law -ME COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM 1 1 I 1 RIGNFORCING AS READ. SEE SHEETS 5 &7 FOR CAPACITY '. y 1 2 2 1 MMMI -DADE COUNTY APPROVED 1 LARGE MISSILE IMPACT RESISTANT DOOR 1 i �L y y IL I I J1 1 nllT i ^aaaaaaa=] IIIIIL ,• �JLL - - .y L--- • ----- 1 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. fool::AYAD 'AMMO CIVIL RA PE /7092 C.A.N. 3939 ,PRA 8 Al1ti • PPPOTIMI As rimplybswitisie alum Ewa rkS r a rsi : rAL" Li, ti drawing no. WOg -24 (sheet 11 of 13 1 ••• • • • • • • • • • •• • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • A ! 1 1 ' 3.697 tam I- O FIN SNAP INTERIOR GLAZED (THERMAL) •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • ••• • .•••••• • .•. • • • • • • • • • • • ••. • • • • • 0 • • • • • • • • • •• •• • • • •• •• • • • ••• • • Engr: JAVAO CMl FIA PE CAN. Ssa pR1 3 MO 4 PLAIN SNAP INT. /EXT. GLAZED O INTERIOR GLASS STOP J .802 1— O• EXTERIOR GLASS STOP 2.650 1 4.212 ® REINFORCING SPLICE O PLAIN SNAP INT. /EXT. GLAZED (THERMAL) FIN SNAP INTERIOR GLAZED © REINFORCING BAR r-1.750-1 3.712 1 4.500 FRAME HEAD /SILL /INTERM. HORIZ. EXTERIOR GLAZED (THERMAL) REINFORCING CHANNELS DOOR MULLION 2 R a. a. d Wm t CAI ;71 rn n 2 1 z � 0o R 71 drawing no. W09-24 (Wheat 12 of 13 ITEM / PART/ QUANTITY DESCRIPTION MATERIAL MANE. /BUPPWBRJRBIMRX5 1 Sm -091 AS REOD. TNT. GLAZED FRAME HEAD /SILL /JAM8 /MULLION 6083 -T6 SWATH MOUNTAN 1A 516 -091T AS RECD. TNT. GLAZED FRAME HEAD/SILL/JAMB/MULLION (POUR & DEBRIDGE) 8083 -T8 SMITH MOUNTAIN 2 9m -098 AS REOD. EXT. GLAZED FRAME HEAD /SULL/INTERN. HORR. 8063 -T6 SMITH MOUNTAN 2A S611 -0987 AS REOD. EXT. GLAZED FRAME HEAD /SILL/INTERN. NORIZ. (POUR & OEBADGE) 8063 -15 SMITH MOUNTAN 3 540-094 AS REOD. Mt/EXT. GLAZED PLAN SNAP 6083 -16 SMITH MOUNTAN 3A 5141 -0941 AS REOD. TNT. /EXT. GLAZED PLAIN SNAP (POUR & DEBRIDGE) 8063 -16 SMITH MOUNTAN 4 5141 -093 A5 REOD, TNT. /OTT. GLAZED FN SNAP 8083 -16 5M11H MOUNTAIN 4A S16 -0937 J AS 9600. NT. /EXT. GLAZED FN SNAP (POUR & DEMME) 6083 -16 SMITH MOUNTAIN 5 SW -095 AS REOD. 4-- REINFORCING SPLICE 6005 -T5 SMITH MOUNTAN 6 - AS REOD. REINFORCING 8AR STEEL 38 KS MM. 7 5141 -092 A5 REOD. INTERIOR GLASS STOP 8063 -T8 SMITH MOUNTAIN 8 SMI -097 AS REOD. EXTERI06 GLASS STOP 8083 -18 MATH MOUNTAN 9 516 -G01 A5 REGD. 1NTER10R GASKET EPDM GLAZING RUBBER PRODUCTS (1116) 10 516 -602 AS REOD. SAW FACE TAPE (3/8' X 1/27 Mont FOAM FRANK LOWE 11 516 -G07 AS REGD. EXTERIOR GASKET SANTOPRENE CENTRAL. PLASTICS INC. 12 516-5506 2/ UTE sums BLOCK LAM. GL ASS (3/8" X 5/8' X C LG.) MO P4C CENTRAL. PLASTICS INC. 12A 516 -5804 2/ UTE SETTING 8L0CK LAY. 1415U4. GLASS (3/8' X 1 -1/4' X 4" LG.) RIGID PVC CENTRAL MASTICS INC. 13 5A1 -PO4 AS REOD. THERVA1 BRAKE SPACER FOR ALUM SPUCE RIGID PVC CENTRAL PLASTICS INC. _..- 14 /12 X 1 -1/2' 4/ CORNER FRAME ASSEMBLY SCREWS 5T. STEEL HEX. HEAD MACIGIE SCREWS 15 7 - AS REOD. REINFORCING CHANNEL (36 KS MN.) STEEL - 18 - - REINFORCING CHANNEL (DOOR MULLION) STEEL 1' 9 3- 13 /16" X 1" X 3/18" 1H 17 - - REINFORCING CHANNEL (DOOR MULLION) STEEL 3/4" X 3 -1 /2' X 3/4' X 1/8' THK. 18 511 -005 AS REGD. 0006 MULLION 6083 -TO SMITH MOUNTAIN FRAME CORNERS •• ••• • • • • • • SEALANTS: ALL FRAME CORNERS. JOINTS. MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. • • • •• • • • • • • •• • • • • • ••i • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 04 •• • • •• • • • i• •• Eno: JAY CmL FAA PE 0.70592 CAN. 3539 APR 1 A 2010 R. :Tared as mast/hag MA 816 F%KAN - N. • (street 130f 13) Florida Building Code Online • ` 1 ► CONiMLR4ITY:PLANNij HOUSING & COMMUNITY I 1 iVELLy?;(, ENT r Ek+D ziArekatkatt f )uflar f TJ-IE BCIS Home I Log In 1 User Registration ? Hot Topics 1 Submit Surcharge 1 Stats & Facts i Publications 1 FBC Staff 1 BCIS Site Map ! Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or App Search > Application List > Application Detail FL # FL261-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address /Phone /Email Authorized Signature Lucas Turner Iturner@pgtindustries.com Technical Representative Lucas A. Turner Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Mullions Compliance Method Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 (turner @pgtindustries.com Certification Mark or Listing Page 1 of •••• • • • • • •• • • • • • •• • .•• • • • • • •• • • • • •••• •••• • • • • • • •••• • • • •••• • • • • • •• •• •• • • • • • • • • • Standard Year TAS 201, 202, 203 1994 TAS 202 1994 11H1,• / /1Tn rm fl "rianUrvilAi•■• TT A !1T T7TT _TT rl," • • • • • • • • • • • •• • •••• • • • • ••• • A // I..1 n Summary of Products FL # Model, Number or Name Description 261.1 .111x Heavy Wall Mullions Aluminum Tube Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0125.07 for product performance Information, and mullion dip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 07.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 261.2 lx Standard Wall Mullions Aluminum Tube Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0125.06 for product performance information, and mullion clip anchorage details. Certification Agency Certificate ••••• FL261 R4 C CAC 0f- 012.5- 06.pdf.... •• . • • ' • • • FL261 R4 C CAC L ePMSlllions.pdaf • Quality Assurance gggt,DDt Expiratipg Date. 06/28/2011 • Installation Instructions • •••• • FL261 R4 II 06- 012+1;- bg. • • •. Verified By: Miami -Dade btCO - CEh.. • Created by IndependbhC?'RId Party:: Evaluation Reports °• •• " • Created by Independrit!Md Party: ' 261.3 2x Heavy Wall Mullions 1 Aluminum Tube Mullion s • • Certification Agency/ g$fti¢icate •••• • FL261 R4 C CAC 06- 0125- 08.pd1'. • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0125.08 for product performance information, and mullion clip anchorage details. FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 08.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Florida Building Code Online • Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/10/2008 12/12/2008 12/17/2008 02/03/2009 Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement 1 Accessibility Statement 1 Plug -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: CI E htt- n• /Iurur r flnri rl .1l,„ilIlinrr ern /rr /rr nrr .14 n ,!"!r TT: A f%T TT..T T_n!''_. Page 2 of A /f 1 n Florida Building Code Online •• •• • • • • •••• • • • • • •• • ••• • • • • • •• • • • • • • • • • • • • •••• •• • • • • • • •• • • •• • • • • • • • • • • • • Page 3 of • • • • • • • • • • • • •• • • •• • • A I/ IAAI • PGT® Visibly Better." 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: PGT Aluminum Tube Mullions NOAs 06- 0125.07, 06- 0125.06, and 06- 0125.08 To Whom It May Concem: •••• The above - referenced Miami -Dade County Notices of Acceptance nneetthe ••...• requirements of the Florida Building Code 2007 edition, section 1714.5 ;and Wier; used with PGT impact- resistant fenestration products meet sections16V9.1.2 and •• • • 1626 (TAS 201, 202, 203 protocols). - - Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 .... ••• • • •••• •••• • • .. • • • .• .. • •• • • • .. • • • • • .. • • • ..• • • . • . • • • • . COUNTY BUIIDING.CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, suspend the use of such product or material within their to revoke this acceptance, if it is determined by jurisdiction. BORA reserves the right material fails to meet the requirements of the applicable building code Product Control Division that this et or This product is approved as described herein, and has been designed to comply with the d • •••• including the High Velocity Hurricane Zone. DESCRIPTION: Series . 1"R Heavy Wall Aluminum Tube Clipped Mullion-L.M.1• APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Alugdetii Tube '' • • Mullion ", sheets 1 through 7 of 7, dated 04/28 /00, with last revision on 05/30/06, prepared b$4 Indus signed and sealed by Robert L Clark, P.E., bearing the Miami -Dade County Product ContrbtAMewal St+ p wsth the Notice of Acceptance number and expiration date by the Miami -Dade Coun MISSILE IMPACT RATING: Large and Small Missile ty P'roduct Division.. LABELING: Each unit shall bear a perinanent label with the manufacturer's name or log ©, civr state and • following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .••••. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been t change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERT T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the ex Ira i may be displayed in advertising literature. If •any portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 044528.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. S- NOA No 06- 012507 Expiration Date: Jane 28, 2011 Approval Dates July 20, 2006 Page 1 Impact - 1x Mull MLAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SU1TE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buiidingc odeonline.com •. • • • • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 •••• 3) Cyclic Loading Test, per FBC, TAS 203 -94: • • • • • • • • • . along with installation diagram of a pair of fixed alum. windows' (00 conftb adon) • . 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepg3by Fenestrtion • Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /OSILU signed•nd • sealed by Antonio Acevedo, P.E. • • • • • •" "Submitted under NOA # 04-0528.05" • • •• • 3. Test reports on 1) Uniform Load Static Air Pressure Test, perCJ;TAS 20 =94 • • 2) Large Missile Impact Test, FBC, TAS 201 -9t1 • : . . 3) Cyclic Loading Test, per FBC, TAS 203 -94 : ... • along with installation diagram of a pair of fixed alum. windows'Witit a traaSSfillite • • (0 /00 configuration) mulled together with a lx 2 x 3 4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. _` Jahne D. Gascon, P.E. Chime, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -1 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 •••• • • • • •• • • • • • • • • •• • • •. • •• • •. • • • .• • .••. • • • .. • • . • • • Jaime D. Gaseon, P.E. Chime Product Control Division NOA No 06-012507 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • •••• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • . • • ANCHORS DETAIL B C° OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS I w W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL1tKM/N1NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING. = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 1.42) MAX OPENING = W 01? W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A 1 1 ••• • • • • • • • • • • • • • • • • ••• • • ANCHORS DETAIL B ". C" OR D" AT BOTH ENDS AND AT BOTTOMS w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DEVON PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W 01? W1+W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = 111 USED IN THE DESIGN OF THIS PRODUCT. MULUONS NOTES; 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE 'FLORIDA BUILDING CODE, 2004 EDITION FOR THE MI6H•WEL06I711 HURRICANE ZONE (IIVHZ). • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4.01109 ® TO THE STRUCTURE. • • • • i /�• v • •• • • • pE•ISSI ! Structural • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • •• • • • • • ••• • • • • • • • • • • •• • • • •• • ANCHORS DETAIL B C" OR D" BOTH ENDS ANCHORS DETAIL B C" OR D" BOTH ENDS W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS =101E6 1070 TECHNOLOGY NNE NOKOMIS FL 34275 P.O. BOX 1520 NOHOW% FL 34274 R BBp Rand BX F.K. Damn B7: P.J.P. ULLION 5730/08 575/06 48/00 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR 111 +112 MULL LENGTH = W TO SHEETS C--ADD TEM. REFS. 1" HEAVY WALL, ELEVATIONS PlIODUCIOXKLIMIl i=11/1fa.ww. 07• ALUMINUM TUBE CLIPPED MULLION anw/r"s.t *atm sn..t Grevang 0. MULLS NTS 1 .' 7 6221 Rat WOOD BUCK MULLION CUP. CUT FLANGES OFF CUP TO FORM A 11 CHANNEL AND INSTALL AS SHOWN TYPICAI MULLION TO MULLION PGT 1x MULLION SEE NOTES 2 & 3 2h01119 1 " OR 4" 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 • 112 SCREW, SEE NOTE 3 INSTALLATION. DETAIL 2" OR 4" ANCHOR EMBED. SEE NOTE 2 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & TYP CAL MULLION TO STRUCTURE MTH NOTES; WOOD BUCK. DETAIL ° B ° 1. FOR CONCRETE APPUCATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED ELCO 1/4" T,4PCONS OR '1/4" SS4 CRETE—FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE—FLEX 1 3/4" NOTE 2. FOR WOOD .4PPUCATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE—FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 4 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 01? STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND Z FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL— TO—CUP TO BE HALF 7HE QUANTITY OF ANCHORS FROM CLIP—TO—OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. •4440•16181Ni • A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOTIIPART TRIg: APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTELI 01? REATED.• 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. • • • • •• ••• •• • • • • • • • • • • • • • • • • . • • • • • • • • • PGT Ix MULUO WOOD BUCK REMOVED TO CONCRETE SEE NO 1 PGT 1x MULUON— • • • • 4100 • • • • • • ie • • • • • RAWL Ckult.".E. • • P£ Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •0 • • • • • • • • O S • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2kryi r 1070 1ECH1tOGY OPIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 74274 .00,, r BUCK 211(TYP) 1 OOD BUCK TYP CAL MULLION TO STRUCTURE WITT-I WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2" OR 4" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS M0/06 —MODIFY 1101115 J & 5 Rd 00u, Riartakesx F.K. 5/3/04 —ADD MED. WAILS 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE 141774 EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & MASONRY ANCHOR, SEE NOTES 1 & ALUMINUM TUBE CLIPPED MULLION sarias/Abdok I Seatat - Mast Drafting 1te6 MULLS I NTS 2 of 7 6221 472:8,00 1" HEAVY WALL, CLIP INSTALLATION DETAIL Roy: 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 L f I( if 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 'A' 1 3/16 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x4x3/8 1 15/16 1 .3/8 3 .3/16 0 A A -73Y-Q-(22-68-C110 LOCATIONS A/2 iMIN J NOTES; O ONE (1) LOCATION ® TWO L( ANCHOR OCAT ON 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL•OIVERSZON • • SHOWN AS MAX. • • • • • • • • •• 3. REFERENCE TEST REPORTS: FTL -2902, 290.1, • AND :A175. • • • THREE (3) CATIONS ANCHOR (4) ANCHOR (2)EQ.SP.@ (A- 3/4)/2 •• •• • • • • • • 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABE FOR : • PICTORIAL REPRESENTATION ONLY. FOR CORREC=j Q(� • • • • • foes • OF ANCHORS, PLEASE REFER TO CHARTS 1 TeiQOUC��• • • • • • SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. iM /N. O THREE (3) ANCHOR LOCATIONS • • • • • • Rot L�t. P.C. PE Structural 1070 TECHNOLOGY DANE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 MIN.TYP. (4)EQ. SP. (A- 3/4)/4 MULLS © S X (6) ANCHOR LOCATIONS MIN. FIVE (5) ANCHOR LOCATION$ Drawn By: P.J.P. 48/00 Sonia S+•et NTS .3 at 7 MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS x30/06 11—NO —NO CHO THIS SHT P.P.. 5/06 C—REDRAW ROO OAL&NOTE re i Ae•is ThrW hamitir, L „ l .I >nia;in' 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION X No. 6221 Rev: D ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • 00 0 • • 2 1—• NOTE: 1 1 4 i • ••• 4 • • • • • • • • • • • 1. REFERENCE TEST REPORT FTL -2902, 2903 Inb 2' •, 2 1 J 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 •• • •• • • • • • •• • • • • • •• • • • • • • •• • • • • ••• • • • • • • • • • • • • • • ••, •• • • L Clark, P. PE /39712 Sbuaaual 4 3 4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS w 1070 TECHNOLOGY ORATE Fl. 34275 P.O. BOX 1529 NOHOW F1. 34274 '"'• ' SJio /06 n—NO CHO m1S SHT F 17 5/5/06 C—NO CHO HS SHT onnim P.J.P. 48/00 Dosatp0on: 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION MULLS Seale 1x Wont 7 Ormanp No 6221 Hon D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • • • • CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR CLIP TO OPENING CUP TO 42 48 50.625 54 80 63 66 72 76 78 84 88 96 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL �. 42 48 50.825 54 60 63 66 72 76 78 a4 90 96 16 OPENING WIDTH IN INCHES (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 54 43 36 25 23 50 (2) A (2) B (1) B 155 129 115 94 87 58 50 32 30 24 19 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A ( 8 (1) B 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (3) (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 82 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 28 22 20 18 70 (2) A (3) B (3) B 170 181 148 135 116 99 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) 130 100 82 24 (3) A (3) B (3) B 170 170 170 165 116 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) 130 99 80 22 18 17 80 (2) A (3) B (3) B 170 154 140 128 101 77 58 49 45 35 23 16 15 110 (2) A (2) B (1) B 130 99 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 18 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 CHART 1. -1 x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 180 (2) A (2) B (1) B 130 99 80 64 44 37 32 63 42 35 30 6 • 41 8 20 20 18 18 • -. 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 50 42 38 30 24 19 110 (2) A (3) B ( B 170 149 134 118 93 77 65 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 77 48 40 36 . 28 22 18 • ••• • • • • • • • • • • • • • • . • • 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 35 27 21 17 • • • •• • ••• • i• • • • • • • • • .-• •• • • y • • • t • •• • R°b'srt Vat, P.E. PE $39712 Struduml (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 130 (2) A (3) B (3) B 170 149 134 118 92 76 83 45 37 33 26 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 20 16 180 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 1070 TECHNOLOGY DANE NOKOML$ FL 34278 P.O. SOX 1529 NOKOMIS, FL 34274 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES; 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 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 1/4) OR 1/4 SS4 CRETE —FLEX, EMBED. (1 3/4 ) B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS HOS SHT MARKED REV1SlONS Riva Orem P.J.P. x0/06 y 426/00 Vertical Mull �Opening,� Width Mull Length Horizontal Mull Opening h 7 Mull Length Multiple Mulled Units Mull Length \Opening Width Sata/XedeC &elm Meat MULLS NTS 5 or 7 PRESSURE CHARTS 1 & 2 E CLIPPED MULLION dw'LW N°. 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING 1 z M CLIP TO MULL 1 OPENING WIDTH IN INCHES 50 (3) B (2) B 170 42 48 50.625 54 60 L 9 170 168 152 133 5 8 108 31 111 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 44 31 29 60 (3) B (2) B 170 (2) B 170 180 148 135 117 110 103 92 77 71 57 54 46 38 26 (2) A (4) B (2) B 170 170 169 128 107 99 90 155 134 128 118 67 56 51 92 77 71 57 46 38 28 24 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 40 33 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 23 21 18 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 58 44 36 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 33 29 29 20 20 18 90 (3) B 138 125 112 94 87 81 67 56 51 40 32 26 26 24 24 18 17 Vertical Mull Mull Length Horizontal Mull Openin Wlath Mull Length Multiple Mulled Units Mull Length " • I • • Opening • • Width • ••• • • • • • • • • • • • • •• • • (2) A (4) B (2) B 170 158 143 40 32 18 17 ' 15 15 • • • • • • • • • • • • • 100 (3) B (2) B 170 137 123 109 80 83 77 63 52 48 37 • • • • • 30 17 • • (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 17 • • •• • • 110 T 120 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 30 28 23 15 • • • • ij • • • •• • • Rebuff L Clark, P.E. PE /39712 Structural (2) A {3) (4) B (2) B (2) B 170 170 157 137 141 123 124 101 93 82 108 88 80 73 60 58 49 47 45 " 43 35 33 28 26 23 21 15 (2) A (4) B (2) B 170 157 141 124 100 91 80 s8 47 43 33 26 21 NOTES: 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY 1070 183040L0GY DRIVE NORMS. FL 34275 P.O. SOX 1529 NORMS, FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 58 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 WITH PGT INDUSTRIES PRODUCTS R ik 30/06 x5/06 Drawn g7: P.J.P. 48/00 sue: NTS (2) A (4) 8 (2) 8 170 157 141 124 100 91 79 56 45 40 30 23 18 B! CH9 THIS SHT C REVISIONS twoo -wort f;Ir iit 0 Z off: 1" HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION 6 a 7 Orating N. 6221 Rev: D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 4. - lx4x.375 CUP TO OPENING CUP TO MULL z 5 M 50 80 70 80 90 100 _ 110 120 135 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) ) t3► . (4) B (6) B (4) B (6) B (4) B (8) B (4) B (8) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B• (6) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B • {F,,irB,, (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 , 170 170 170 170 170 170 170 170 170 170 ' 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 189 170 162 170 158 170 157 170 157 170 157 170 170 170 170 170 154 170 143 170 138 170 131 170 128 170 127 170 127 170 170 170 159 170 144 170 133 170 128 170 _ 121 170 _ 117 169 116 166 116 165 170 170 160 170 135 170 125 170 117 166 112 156 108 150 106 145 105 - 144 154 170 134 _ 170 120 165 110 148 103 136 98 127 _ 94 120 91 115 89 112 144 170 125 160 112 140 102 126 95 116 - 90 108 8 6 102 , 83 98 81 95 140 170 121 148 108 129 99 116 92 106 128 138 111 - 117 9 8 102 90 92 83 83 87 99 _ 83 93 _ 80 _ 89 78 87 77 77 7 3 73 89 69 86 ' 6 8 112 112 95 95 82 82 74 74 87 67 62 62 58 58 54 92 92 78 78 6 7 87 60 60 54 54 50 50 47 47 44 64 84 64 54 47 47 42 42 37 37 34 - 34 32 32 30 52 52 42 42 28 2 8 160 (2).A (3) A (4) B (6) B , MB 170 170 170 157 127 116 105 88 79 75 62 48 38 25 (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 42. 48 50.625 54 60 63 66 72 76 78 84 90 98 108 111 59 144 27 59 27 50 22 50 22 43 34 19 43 19 38 17 38 17 34 15 15 , Vertical Mull �Opening� Width Mull Length Horizontal Mull 1 Opening With F-- Mull Length Multiple Mulled Units Mull Length •• •• • • g • • Wilt • • • Openin 31 • • • • 31 • 29 • • • • •• • • • • •• 29 27 27 26 • ••• • •• • •• rr , • • • • • • • �• • • • f • • • i1OKOMS FL J4275 • • w.t ,• .E. P.O. BOX 1529 RE iSe712 NOKOMIS, FL 34274 Structural 26 23 23 NOTES; 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • - • • • ft 30/06 575/06 P P. 48/00 orreene D-NO CHG THB SHT Revitbria C tD REWSIONS 1" HEAVY WALL, PRESSURE CHART 4 771 ALUMINUM TUBE CLIPPED MULLION smhs/Modrk semi Sraal: Drawkg No. MULLS NTS 7 of 7 6221 Raw 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMJ COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: Impact - FD (101) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11OO5 -1, titled "Aluminum French door & Sidefte,IInDact ", giepts lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, sigaad.and sealed b Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp witktk® Notice of • Acceptance number and approval date by the Miami -Dade County Product Control Division • • • • • .••••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• •••• •••• Limitation: • • • • • 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO apd'X;CO. The lower • • 2. Egress operable doors must comply with min clear width per FBC, as applicable. : • •. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and,•,, • following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA sha be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. design pressure from X, XX doors or 0 (sidelite) shall control. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • • • • • • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Ent y Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E z • •' • • • 2. Glazing complies with ASTMS- 1300 -02 •' • • • • • ▪ • •• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • • •••• • •• • • • • • • • • • • E. MATERIAL CERTIFICATIONS • ' • • • • 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont De oor" for • • • • "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. • • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutta. for laminated glass ", expiring on 03/04/09. ' • ' • •'' • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OI kIER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \s4,u` 1. "shag I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 • � • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/W LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/W ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O X XO. OX, )0(0 OXX, OX0 AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS • ••• • • • • • • 3/8" LAMI NOM. • • GLAZING OPTION A OR B, NOTE 1 • CD 0 Mall 1 EXTERIOR 1 1/2" GLASS BITE If F 1/2° GLASS BITE ® III' • • • • • • A EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR • •SAFLEX/KEEPSAFE MAXIMUM •. - 3/46" HEAT STRENGTHEND GLASS • - ► .465 +- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 FX Rend FX • • • • • • • CARIFFEU.. OF CRAWL OVERALL ant • • ADORASSBREQat ?DOLMEN 8'B 1I0 r ek NOTE1. GLASS BEBL>m r.aADON07Ea Dos Br FX Oar BMW Osix 811401 Orts Rafter Raklaw A comow Deft • • • A • • • PA BO • RB4 • V[dbly Buyer NOTES AND GLAZING DETAILS lee ALUM. FRENCH DOOR & SIDE LITES, IMPACT Beteab•t au� !SW; P0101 iX 1 d 10 11005-1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Code Florida Date G IS "Zoti NOAH 07— oL2.4• U Miami Dade Product Control D an By tap ,4 L PE 038712 Structural ••• • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • •• •• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, )0(0, 0)0( & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" 8 - 95 3/4" 3° 371216° 71 3/4" X WIDTH 2° 2512" 27 1/2" 2912" 2 31 12" 2 3312" 3512" 3° 37 1/2" lewd SF Row BF FX FX Ammar FJC Oats WNW Aft 2 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH I 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6° 71 3/4" SINGLE O WIDTH SIDE UTE 103/4" 19" 21 3/4" 27 3/4" 361/8" 36 3/4" FOrdrIonc A area +75.0 +75.0 +75.0 +75.0 +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +64.5 +52.9 -75.0 -75.0 -75.0 -75.0 +75.0 -75.01 +75.0 6 - 79 3/4" -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -64.5 -52.9 +35.2 -352 +34.0 -34.0 +75.0 -75.0 +75.0 +75.0 +74.9 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -74.9 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 REVISEDAWLEIMISVFIESSIRES S COMMEGLA9srnESatwr812Eaewo a +75.0 +75,0 +71.4 +70.4 +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 - -• • • • -75.0 SINGLE SIDE LITES WITH GLASS TYPE A -75.0 -71.4 -70.4 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, O)0(& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT 87 3/4" -52.4 -49.0 -46.1 -43.8 -41.5 -38.1 -34.0 GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 I +75.0 -75.01 +75.0 -61.0 +57.8 471 1 123/4" +75.0 -75.0 +75.0 -75.01 +75.0 -75.01 +75.0 +72.4 -72.4 +68.5 - 68.5I:115.(i X61.9 -49.9 +472 444..7 • •• • • -35.21 +35.2 -3521 +35.2 -34.01 +34.0 -34.01 +34.0 • • 63. AD 0 NOTATIONS UTEs ONPRE687IREAND RBA97'.AO.DPSFOR 19dtFII 87,/07 +75.0 +75.0 +67.6 +66.6 +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 -75.0 -75.0 -67.6 -68.6 -75.01 +75.0 -75.01+75.0 -75.01+75.0 -75.0 91 3/4" -49.8 -48.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -6123 • ti ` �i :44f -35 +75.0 +75.0 +642 +63.1 8 ° - 953/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +34.4 +34.0 • • ▪ • • fem ,8warctOGV DINE •N m O FL stem • • • • • A. N I -75.0 -75.0 -64.2 -83.1 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 :+5t.4 :+42.5 -52.4 -42.6 -34.4 -34.0 -34.0 NOTES: • Healy Better At GLASS TYPES: A. 3/8° LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (118" HS, .090 PVB, 3118" HS) C. 7/16° LAMI (3/16" A, .090 PVB, 3/16° HS) D. 7/16° LAMI (3/16" HS, .090 PVB. 3/16" HS) 1-'41 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2° MAX. OXO WIDTH = 109 1/2° MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH =143 3/4' 3. SINGLE 000RS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. E. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE UTES DESIGN PRESSURE = +87.6 / -67.6 PSF EX. B FROM TABLE 1. 0)0(0 WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES tr ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD,S, &or lamb IX 2 d 10 11005 - 1 I B Appro as complying with 16" Flortd" Du: -R tm? Dae�C- M Dade ProdrG Condd ••• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• 143 314" MAX. ri IC SEE NOTE 3 I MAX � ' k ` \ i 01 c i , • \\ / XACT X INACT, 143 314" MAX. MAX - SEE NOTE 3 I MAX r E / O k i E X 9 � 0 i Er O . i 0 , --IE \\ XAC \ , 1 ' / E { / INACT. 1 091/2° MAX 383/4' MAX. --.-h -SEE SEE NOTE 3-.1+-38 314° MAX O r E / O k i E X SEE NOTE 4 O OR XO SEE NOTE 4 71 3/4" MAX. 24 8118" MAX. A--i DLO (TYP) OXO SEE NOTE 4 SEE NOTE 4 OXXO DOOR DLO HEIGHT = HEIGHT -11 318" DLO WIDTH 'X' = DOOR WIDTH - 1215118* DLO WIDTH 70C = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 318° DLO WIDTH = WIDTH -31/8' SEE NOTE 4 Witb the Y7°:•'a itv.nta? C•x:c tier... aT. }! 2 a� ' . 0 S 4' Ar-' X A—�'• . • • • .• B O • NOTES: • • • • • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUG?140. •: : : • : • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEEBNEETB 4 AND 5• • • • • • • 3. SIDE LITES OVERLAP 7C AND IOC' DOORS BY 314" WHEN ASSEMBLED TO MAKE 'XO','OX','0X0''XX0','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR X AND 'XX' DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.848) • (IOC' DOOR = DOOR WIDTH/2 4.079) Red • • - • Radetc FA: oas •• ®Warn RMbaf A Gold* Radar We FK •14N7 A.* oat FJC 227107 RafJas RaA11a • • • • • • COR1187T VERWCALCLOAiDiOIAIL4 • • • • • ADD= FOWRA8 FOR Dootw®I jIIEmogp DENR6 YGEMBOLTA11D 8PECFYWAC7.AND X' MAO; • 8/17107 • • • • • • • WO ItCHN LL.DBYBRIM • • • ian • • • P.O. BOX 4a9• NOS PL 84274 Wsibi Bar ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT adIalikdth Sods NTS 3 of 10 tur•ta 110051 I B xI 1 Robert L ia,k P.E PE 030712 Stuctune ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • t '1 It Rr e 2 (OJ ® • •••• V4 • •• . • •• .r • •„ Raid* bake Wwnar Fx Fx •..err F.K • e m I ± \ 0 0 EXTERIOR MAX. DLO Dos na.T snom �7 AWma DOOR SECT. A A VERTICAL Roam A ache* J.L adir MAX. DOOR HEIGHT 1 .489 INTERIOR EXTERIO MAX. DLO •• ••• • • • • • • • • • • • • • • • ••• •• ••• • • • •• • • • • • •••• •• • • • • • • S°i°ri° � �a i • • • •• • BECriCYAT(iDRAgRASS9L®.Y • • ▪ ▪ • va •o1Aas• worm. n347/4 NOCHANGE THIS SHEET. SHOW DOUBLE HOUave6m • SL SECT. B-B VERTICAL E E HT 1 Vtra& Bay INTERIOR EXAMPLE ELEVATIONS SL VIEW G-G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT ....eae Forty 1 7 / l 4 d 10 r "'" 11005 -1 Approved as complying Mid the Date i7 NOM o7�p NO 7 ,/p Nand Ode Product Control s c I. (10 I_L ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • 0 • • • • MAX. SL WIDTH T SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X' SECT. D-D HORIZ. • • • •• • • • • • r -- MAX SL WIDTH-1 MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR Approved as complying with the Flor Madam Corte NOM Miami Dade Product Control +, L C.44.41, OPIWW ReW* FX IW* EX Ebtir qde t,�eF FJC zw Padang S Straker A Ce away ~ DLO •1 • . sl • SL SECT. E -E • •FOR74PPL•CABILIi1i HORIZ. (DOOR W/ SIDE LITE) • • • • • • • • • • • •• NOCHANGHflSSSlrff7. • • • • ADO4CORD78IDELm To WnNEEAINSKE • P.O. Df7Nld• maws; R.941174 r_ lIbiblj Better VERTICAL SECTIONS tas ALUM. FRENCH DOOR & SIDE UTES, IMPACT admItdut ere �. 1,2C S " 10 I 11005 -1 I B Robert L dledc, P.8. PE 839712 Structural eel / tqf ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 II �� d L _ • MAX. I • • MAX. SL WIDTH T SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X' SECT. D-D HORIZ. • • • •• • • • • • r -- MAX SL WIDTH-1 MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR Approved as complying with the Flor Madam Corte NOM Miami Dade Product Control +, L C.44.41, OPIWW ReW* FX IW* EX Ebtir qde t,�eF FJC zw Padang S Straker A Ce away ~ DLO •1 • . sl • SL SECT. E -E • •FOR74PPL•CABILIi1i HORIZ. (DOOR W/ SIDE LITE) • • • • • • • • • • • •• NOCHANGHflSSSlrff7. • • • • ADO4CORD78IDELm To WnNEEAINSKE • P.O. Df7Nld• maws; R.941174 r_ lIbiblj Better VERTICAL SECTIONS tas ALUM. FRENCH DOOR & SIDE UTES, IMPACT admItdut ere �. 1,2C S " 10 I 11005 -1 I B Robert L dledc, P.8. PE 839712 Structural eel / tqf ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 • 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 9150 1010 6608 1140 1048 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 9838 9848 1213 929 1139 982 60411 60300 87070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 41721N 710) 4PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P30GG 6983 6984 60200K 74UBLOK 7634F FD2PTAY FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCI( STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.850, 6081 -15 #8 X1.500 PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 511648 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 88 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STOLES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 46 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 46 X.750 PH. FL SMS 2 PT. LOCK ASSY. • • • • • • • • . • • ITEM DWG # PGT# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 55 Ras) Road I* FX Rend l• FX t» � FJC 930 931 53 1118 54 957 1118 btlfe ••r 917807 Dam biz 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA rtaa•ir DESCRIPTION RUBBER SLEEVE • STRIKE PL INSERT (INACTIVE tPE.NG•LS: : DEADBOLT STRIKE P • • • • • • #10 X.750 PH FL SMS • HANDLE STRIKE PLATE #10 X.750 PH FL Sr • • • • • • Rarkkat •-• • • S NO CHAIM SHEET. • • •• trutlme • • • • A AODRHAfWSEADSWAPO INAC7/YE PANEL ONLY' 70//9fd1. amend* are • • • • • • ••• • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • •• • • ITEM DWG # 60 920D 61 62 63 84 65 66 87 70 71 72 73 92 93 94 95 96 97 98 102 103 PGT# 6920D 921D 6921 916B 60381 1155 781PQA 998 7998 999 7999 934A 61641M 712653K 71267K 4222A 64222 BEAD, 7/16" 988 6988 BEAD, 318° 986 64986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8° LAMI - 1/8" A, .90 PVB, 3/16° HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16° A, .90 PVB, 3/16" HS GLASS, 7/16° LAMI - 3/16" HS, .90 PVB, 3/16" 11S 11006A 141106A OFF -THE SHELF • P.O. eede? P Ft $f27/ VtiiMy Bean. BSD� 125 2Z TUBE MULL 6063 -T5 PARTS LIST 7- 1 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB 2.750 - .1 #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTLING BLOCK, 3132" X1/4" X 1" W /PSA SETTING BLOCK, 1/16" X1/7 X 1° W/PSA ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .504 °-j f --- f 380 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 1.000 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Rm.! 1/2x 6 • 10 I arm ma 11005-1 B Approved as complying with the Florida Stadia Code NOAH � 0 Miami Dade Product - twl By1SGa� �. ( L park. P.E PE 039712 Smmhaat 4.000 1.750 062 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 I 4.728 � 3.000-.1 1.479 J 3.000 11 OUTSWING THRESHOLD 8083 -T6 4.100 31 t489 1.750 1 DOOR PANEL SIDE 0 IDE RAIL 1.500 .12511 F J l ` J I .750 I TRUSS CLAMP 6083.75 6.085 4.726 4.100 SL HEADER • 6063-TT • • • • DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 3.100 1 1 x.558 .050 1.479 4.675 5.459 .075 .075 L • 1 • • • • 61 SL SILL • 6083-T8 4.675 4.100 4.726 L O DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 3/8' GLAZING BEAD O 7/18' GLAZING BEAD 6083 T6 72 8083 -T5 4.588 i 5.212 x-+1.480 -.„ 3.000 . - _. -.050 20 DOOR FRAME, JAMB 6083-T6 -1.578 - ►j .890 .060 3.000 62 SL JAMB 6063•T6 1.830 r 2.960 050 SL JAMB 6(j ADAPTER 6063 -76 hi 37 WEATHER STRIP CHANNEL 6083 -T5 HINGE 6063 -75 Approved n complying with the Florida Bunting Cale Date O -T L 1 ?407 NOM/ ,7_4 79. /� Miami Dade Product Cd on It itt k q 1. C.G4Ma�. 0.375 .125 Am1Be FX Aaaa8p FX FJC Ode 0.764 9'1&07 oak Dar Rerldar Arrhaar Rafter A occo aan J.J. • • • • • AOq AIJOE MS SHEET. • _ . •• • • •• • a • •• A717 111342011 MASS BEDOBL 70 17511130, St44, 48a 82 vac Q@1/07 • •• • •• 010777180884 C Y /11747/1113,diL MTh • P.Q BQC 111211 81801011118, FL 94274 Visibly Better EXTRUSION PROFILES 7r ALUM. FRENCH DOOR & SIDE LITES, IMPACT arracm FD101 1/2x Me* 7 s 10 m.roAa 110054 B / jq 7 M1 L park. P.E. PE 039712 Structural ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • f JAMB ZONE "B "I I .. .. 1 / ' OXXO \ / 1 .. 1 , .. • t • .. .. } JAMB ZONE "B "i \ ` .... ,W i HEAD I ZONE "C°I SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD ZONE -ZO 1 OXO I- ZONE-F-- ZONE "F"�Z SILL E� .E SEE TABLE 7., SHT. 9 HEAD HEAD I ZONE ° D " ZONE " A , XX SILL SILL ZONE "D" ' SEE TABLE 4., SHT. 9 HEAD I ZONE "E" I < XXOOR OX( I__ SILL SILL ZONE . r ZONE "F"� E� SEE TABLE 7., SHT. 9 •• ••• • • • • • •• •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • ••• • • 0 W 0 m 1 et • F. t z W s < XOOR I � OX ' ZONE"E" ' ZONE'D' ' ZO E'E" � SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 I ZONE t- Z��ZONEDF°�ZOHNEDF°�Z HEAD ▪ -f HEAD HEAD EXAMPLE ZONE "D'�ZONE "E°� ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION i SILL }- ZONE�ZONE"F" E i SEE TABLE 7. SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT. NOTES: • 71 3/4•W IOC DOOR WITH 19°W SIDE LfTES (SEE SOLUTION ABOVE) • 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS• • 2.•1/4bELE.0 f S4 � C•f T? -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS fpLLOgj+i3' @I i O.C. FOR�CRETB): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 231/8° MAX. 0.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 8" MAX FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE €ONRIOIIRATION &BOVE•THEN REFEF; TO'� 1E APPROPRIATE TABLES ON SHEET 9. Roeder ors • • • • • • • • • • a•sac • • M ANCHORAGE, CONFIGURATIONS • ao ratadoec Fx ana ci • Idolw +ends T. • • •• • e qs�m• aft Awex arr aulraexaoRmra onmr��aaLVrov,itnDw reeRfsz� • aaar r 1101 ALUM FRENCH DOOR & SIDE UTES.� IMPACT F.K woo A O ..UlWF4 as * Dew a.d■ae 7 aar FL 3W4 Nab lbw"- 2J1 V7 Al 821/07 I F2201 I KTS 11 d 10 I D '" * "' 11005 -1 A. 19" x 83 3/4° SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. B. 71 3/4° x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. PLUS; APPn viv at coma i . y ap isttb Ste Florida fluidics Cekt Date I NOM 6'7-04 z9• m Mang Dade Scythia `C,mudl ay I S U V�L. 1.4.rl' / 14/ Ro Lrc•d4PE fr PE 439712 Structural l�� JAMB ZONE "A" JAMB ZONE °A° JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE "B" . • • WIDTH x HL 25.50 x 79.75 83.75 57.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.7 95.75 29.50 x 79.75 83.75 87.7 91.75 95.7 31.50 x 79.75 83.75 87.7 1 91.75 95.75 33.60 x 79.7 83.75 87.7 91.7 95.7 35.50 x 79.76 83.75 87.75 91.7 95.7 37.50 x 79.75 83.7 87.75 91.75 95.75 2,3, WOOD 1,2, CONC LOAD ZONES 013110 ©11 0©uI 0©© 131313113E113 0131100© 00110©11 0011700/1 011001© 00110011 MOM 00110011 0 ©110© 0 ©110 ©11 00110 ©11 ENO 0011 00110011 0 ©100© 001100© 0 ©110011 n ©110 ©11 0 ©10 0 ©11 DO 10 013113 0 ©110011 00110011 n ©110© 0 ©10 0©11 0© 10 0©11 00110011 0©110© E113 10 0011 00 10 0011 HO 10 0 ©11 6 6 5 5 5 5 5 51.75 x 79.75 83.75 87.75 91.75 95.7- 65.75 x 79.75 83.75 87.75 91.75 95.7 59.75 x 79.7 83.75 87.7 91. 95.7 83.75 x 79.7 83.7 87. 91.7 95.7 87.75 x 79.7 83.7 87. 91.7 95. 71.76 x79.7 83.7 87.7 91.7 96.76 3 00 ©0 ©11 01011101©11 0000©© 131311313E1113 00 ©0 ©11 13131313113131 00u0©© 00u0 ©11 0111001111 00130 ©11 01131117011711 001170117/1 0111101111 0111101111 011110 ©11 0111101711 0111101111 0111101111 0111101111 011110©© 0111101111 0111101111 1313131310113 011 10 01110 0111101111 0111101111 0111101111 �"i�a 6�IE1 L OQ 0[3 10 0E 01111'0 F1 01111011111 �11 10 01111! MP 1s Z11a IL 2,3, WOOD 1,2, CO WIDTH x Ht 10.75 x79. 83. 87.7 91. 95. 12.75 x79. 83. 87.7 91. 95.7 19.00 x79. 83.7 87.7 91.7 85.7 21.76 x79. 83.7 87. 91.7 95.7 27.75 x79. 83.7 87.7 91.7 95. x : 9 " • •83. 87.7 91.7 •85.7 ®�© NOMIAAVE DOS S'1�T.. • • •• 2,3, WOOD 1,2, CONC LOAD ZONES 11311111:113 0000 0000 000 num' 0©11© 11313111E1 0©r© 0©11© 11 111311011131 0©0© 0117101© 10131131131 10117117 /1 0/1101117 10111717117 10111710117 ©©1�© 1:11313111E1 1311111131113 mamma 1311717f1n1 0©mi 11311113 1311011311E1 1311011311E1 f71 1101© LIM EMI D © KM 0©13© u®1r© 5 SIDE LIIE WIDTH x HE 10.75 x79.75 83.7 87.7 • 91.75 95.75 12.75 x 79.75 83.7 87.76 91.75 85.75 19.00 x 79.75 83.75 87.75 91.75 95.7. 21.75 x79.7 83.7 87.75 91.75 96.76 27.75 x 79.75 83.7 87.7 91.7 95.7 38.13 x 79.7 83.7 87.7 91.7 95.7 38.75 x 79.7 83.7 87.7 91.7 95.7 BEI 0© O0 0© 00 00 00 00 00 00 MEI 0© 00 00 0© 00 00 EMI 011 00 00 130 1 0 00 00 00 00 5 0© 0© BEI 0© 0© MEI 0© DB 0© 00 00 0© OD 00 © 0 0© 0© BEI 0© 00 00 0© 12.75 x 79.75 83.7 87.7 91.75 95.7 19.00 x 79.7 83.7 87.7 91.7 95.75 A, 8, C, D 6 5 D- J DOOR WIDTHS meat FJC ° X - 25.50 TO 37.50 FA 4U A • C'70 9'AADC WIN B MAl TO TABLE 4. *Dt ADD gar OAORT P S E & 2/ 17/07 A, 8 ,C.D DOOR WIDTHS ,08' - 47.75 TO 71.75 WIDTH x HT. 47.76 x 79.7 0013013E1 83 © ©110 ©© 87.75 © ©100 ©© 91.7 95. drools• 4/1'1/07 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHORTYPE & SUBSTRATE A, B, C, 0 ZONE WIDTHS ° O ° - 1 TO 38.7 A, 8, C, D • DOOR WIDTHS "X - 25. TO 3 7. A. 9, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3, WO DOOR WIDTHS LC °X° - 26. TO 37. ° )OC' - 47.75 TO 71.7 SIDE LIIE WIDTH x HT. 10.75 x 79.75 83 . 75 013 87.7 0© 91.75 96.75 0© 013 0© 10© 0© 0© 21.75 x79.7 83.7 0 87.7 © © 91.7 95.7 11 27.75 x79.7 83.76 87.76 91.75 Q© 96.7 ^ 13© 38.13 x 79.75 83.7 87.7 1111 91.7 a�.7 001 0 36.75 x 79.7 0 83.7 a7.7 91.7 0© 957 p© O� XXO OXX & OXXO ANCHOR QUANTITY LOAD ZONE TABLES B TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 5.0 SIDE LITE TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE • • • • ••• • • • • • • • • • o»rE NNOLOSYtR • •z3 7S vo Bg�c NOXOWIA FL SON ••• • • • • • • • • • • • • • •• •• • • GLASS TYPES ANCHOR TYPE & SUBSTRATE Visibly 1 TABLE 7. ALUM. FRENCH DOOR & SIDELITES, IMPACT FD101 IIL4 9 s 107� 11005 - APPROVED ANCHOR TYPES: 1. 114° ELCO TAPCONS 2. 114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as eomplytog with the Florida xr /p D , 2007 Miami 1 e 7 � Combed By ( t., 1. L Clark, P.E. E 839712 Structural 2X WOOD BUCK, NOTE 2 1 3/8" MIN. DOOR HEAD (WOOD) 1 3/8' 1/4" MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 Mayday Raw Er FX Ratele, FX 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) OAK Das Iszatene W(8107 00x Rails= 11/1•111 A Dom* Des FJC 27 Reelekete obentadDfl 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 3/8" MIN. CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD I3UCK NOTE 2 DOOR HEAD (CONC) ire MAX. SHIM DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 • • • • • • • • • e • • •• • • NO CHANGE NOS SHEET. • • SPEO TYPE f 2 EMBED. ON SONO DETAILS. SPEC. TYP 28 3!IN WOOD DETAILS. ASMANCHOR7YFES NOM 1. DAC 6/21/07 1 3/8" TYPE 1 1 3/4" 'TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1 /4" TYPE 1 OR 2 (CMU) 1 3/4" MIN. E.D. 11. • • • wil= terreeeE MTh • • • • P.O. Mg 1129 NOKOMIS, FL 3I274 2X WOOD BUCK, NOTE 2 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4° TYPE 2 (CONC) 114* MAX. SHIM 3/4* MIN. E.D. j_ 2X WOOD 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 0R3, NOTE 1 3/4' mug. E.D. 34 KSI MIN. CONC. f I DOOR SILL (CONC) SIDE LITE SILL (WOOD) 2X WOOD BUCK, NOTE 2 1 8fr 1 3/8" MIN. CONC. ANCHOFT, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 14~101* FOfOl NTS 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) • SIDE LITE SILL (CONC) MIN. ED. NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1314" MIN. (TYPE 2). THE MIMIMIIM, RISTIANCE FTIOM Q,EMER QFfNCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 MEV-FLEX ANEHORSIEMSERIDER 111/8"eMpi. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 Va° THICW.:1412 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSIKLIATION co oPwooD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• ••• •• • • • •• 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRW BENIWN THE pROUTIND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • lbw! 10 . 10 Drigef 11005-1 • .1 3/4° , MIN. E.D. CONC. ANCHOR, NOTE 1 1 314° MIN. ED. 1/4" MAX. SHIM 3/8' TYPE 1 3/4" TYPE 2 • ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT B CONC. ANCHOR, NOTE 1 1/4° MAX. SHIM 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/8" TYPE 1 1 3/4° TYPE 2 Approved es etoop;.;ag idts Florida Beeeralg Code Date cocf 1 ki 2007 Nom fi Miami De* Product Control • •• • • • • ••• • • • • • • • 1 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • A