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WS-14-2980Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207307 Permit Number: WS -2 -14 -298 Scheduled Inspection Date: March 25, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: LONGMAN, JOHN & DENISE Work Classification: Window /Door Replacement Job Address: 1700 NE 105 Street 503 Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1122300500790 Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305 - 634 -3420 Bull comments 2 IMPACT WINDOWS AND 1 IMPACT SLIDING DOOR INSPECTOR COMMENTS False March 24, 2014 For Inspections please call: (305)762-4949 Page 12 of 35 Inspector Comments Passed rV91 Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 24, 2014 For Inspections please call: (305)762-4949 Page 12 of 35 Pff CUSTOM WINDOWS AND DOORS Air Infiltration less than or equal to 0.3 nfmlit DESIGN PRESSURE +64,0 80,0 PSF Design Pressures Limited by tested pressures, ASTM E1300 glass Tables, and anchorage. Positive Design Pressure also limited by raster test pressure. Glazing: 5116" LAMI (11BANN - .090 PUB - 118 ANN) FL239, IMPACT RESISTANT. CERT# 11- 1013.14 PA /TAS 201,202.203, LOW SILL FIN OR FLANGE 752334 -00 -002 SH700 IMPACT RESISTANT 02125/14 02:04:47 34 FL A?L7 GG5 /1S OGK 2/ 2 D D 1 DO NOT REMOVE LABEL PRIOR TO INSPECTION CNFRIC WINGUARD SH SERIES 700 ALUMINUM FRAME NaIJ04FeneMtOn SINGLE GLAZED if LOW E1Wf GRI DS Ra"Courde' Product Type: SINGLE HUNG tejmz�ll PGT- A- 32-00414-00038 ENERGY PERFORMANCE RATINGS U_Factor (U.S.) Solar Heat Gain Coefficient 1.01 0.21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0.45 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use. Consult manufacturers literature for other product performance information. www.nfrc.org DO NOT REMOVE LABEL PRIOR TO INSPECTION Miami Shores Village Building Department 7FEB 1.4 014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 201 J BUILDING Permit No. PERMIT APPLICATION Master Permit No. S r c� Permit Type: BUILDING ROOFING JOB ADDRESS: Z Z D ® A)!5 10,!C _C �^ P,i V e-, ; i 6�0 City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel #: //" ZZ 150 ^oS-V - d Is the Building Historically Designated: Yes NO as Flood Zone: OWNER: Name (Fee Simple Titieholder):� ;LL ) 9 5 c A& A ") Phone#: 3 a Ste- o 19Y Address: 333 A) F � S� i r City: til t a M ; $ lAct eJ State: ECg zip: (3� Tenant/Lessee Name: Phone #: ,- je '4.f;i' 6 o I'? Email: J;.'L .,..v e an A,... @ .: AA a; l CONTRACTOR: Company Name: g � �.ey - aU'1��&t'A * Address: ��CO V/ City: � e eo!2gg State: Zip: 9 3 Qualifier Name: X.La State Certification or Registration #: Certificate of Competency #: Contact Phone#: V':4 Email Address: DESIGNER: Architect/Bngineer: L /LAS Phone #. P-4 J- 2j Value of Work for this Permit: $ ! �� r" SquarelLinear Footage of Work: Type of Work: OAddition OAlteration Description of Work: -�2 7 Color thru tile: ORepair/Replace ODemolition Submittal Fee $v Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Educadon Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �I 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 certifted 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 p st notice, the inspection will not be appr ed and a r ' pecti n fee will be charged. Signature Signature IL Own gent Contractor `��}- The forego' g instrument w acknowledged before me this The foregoing instrument was acknowledged before m this`' 7 day of 20 , by day of 20, by t who i rsonally o to me or who has produced who i personally known to me or who has produced 4 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: nt: +�,..." mot ".,� QLORIACOM My Commission Expires: * * W COM M6SION A'EE 1 My Commission Expires: * * W COp�� # EE 1 e EXPIRES: JuW 12, 2017 EXPIRES: July 12, 2017 '�tmn �q's��o� °P BomWThru8udgetNotarySm1ces APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06(1012009)(Revised 3/15/09) PREPARED BY AND RETURN TO: Jason Evans, Esq. Leslie Robert Evans & Associates, P.A. 214 Brazilian Avenue, Suite 200 Palm Beach, Florida 33480 Our File No.: 3064 -102 Property Appraisers Parcel Identification (Folio) Number. 1122- 200-5d0-740 CF N 2013RO5611 77 OR N 28727 139s 4804 - 48053 (2psts) RECORDED 07/17 /2013 12:56 =09 DEED DOC TAX 930.00 SURTAX 6917.50 HARVEY RUVIN: CLERK OF COURT IIIANI -DADS COUNTYr FLORIDA The actual purchase price or other valuable consideration paid for the real property or interest conveyed by this Instrument is $155,000.00. Florida Documentary Stamps in the amount of $930.00 have been paid hereon. SPACE ABOVE THIS LINE FOR RECORDINO DATA THIS WARRANTY DEED, made the 2nd day of July, 2013, by LOUIS CARPENTER and PAMELA CARPENTER, HUSBAND AND WIFE, whose post office address is 101 AMANDA DRIVE, MANCHESTER, CT, 06040, herein called the Grantors, to JOHN F. LONGMAN and DENISE T. LONGMAN, HUSBAND AND WIFE, whose post office address is 333 NE 92ND STREET, MIAMI SHORES, FLORIDA, 33138, hereinafter called the Grantees: (Wherever used herein the terms "Grantor" and "Grantee' include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the Grantors, for and in consideration of the sum of TEN AND 001100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate In MIAMI -DADE County, State of Florida, viz: Unit No. 503, The Shores Condominium, according to the Declaration of Condominium thereof, as recorded in Official Records Hook 4247, Page 707, of the Public Records of Miami -Dade County, Florida. Subject to easements, restrictions and reservations of record and taxes for the year 2013 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the Grantors hereby covenant with said Grantees that the Grantors are lawfully seized of said land in fee simple; that the Grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2012. Page I File No.: 3069 701 Book28727 /Page4804 CFN #20130561177 Page 1 of 2 f OR BIB 23727 PG 4805 LAST PAGE IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above written. Signed, sealed and livered in the presence of t(;�O J�&�- W ess I Signature I iW R S Whn #1 Printed Name AMELA CARPENT R Acne i 2- MAh k - Witness #2 Printed Name STATE COUNTY OF The foregoing Instrument was sworn to and acknowledged before the thi 4.10 da of�J , 2013, by LOUIS CARPENTER and PAMELA CARPENTER, HUSBAND AND WIFE, w#S��are personally known to or who { } have produced as identification. SEAL My Commission Expires: r4 ?-1 ANN VAPJEINDORE . MYCAi,811SSI0NfEEC EXPIRES: December 2, 2018 • BadedThn�t�'PubBol Pile No.: 3069 -101 Book287271Page4805 PeXe 2 CFN #20130561177 Page 2 of 2 ML 001116 Municipal Contractors Tax Receipt iEPTEM Miami —Dade County, State of Florida Must be dispfay#d -THIS IS NOT BILL -DO NOT PAY Pursuant CC No: 000017767 Chapter OA BUSINESS NAINE/LOCAT70N RECEIPT NO. EXPIRES COCONUT GROVE GLASS & MIRROR NEW BUSINESS ' SEPTEMBER 30 2014 � cow 7438045 3660 NW 41 ST Must be Hsp'ayod at place of business MIAMI, R. 33142 Pursuant to County Code Chapter IIA -Art. 9 & 10 OWNER TYPE OF BUSINESS COCONUT GROVE GLASS & MIRROR SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR CORP 175.00 09/26/2013 0225 -13 -001300 For more information, visit Local Business Tax Receipt Miami —Dade County, State of Florida THIS IS NOT A BILL- DO NOT PAY 4571932 13USINIESS NAMBILOCATIOM RECEIPT NO. COCONUT GROVE GLASS & MIRROR CORP RENEWAL 3660 NW 41 ST 2962984 MIAMI FL 33142 LBT EXPIRES iEPTEM ER 30, 2014 Must be dispfay#d at place of business Pursuant P County Code Chapter OA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE CLASS & MIRROR 214 RETAIL SALES BY TAX COLLECTOR CORP $8250 08/06/2013 Employee(s) 11 TXHSI -13- 042970 This Laval Rosiness Tex y confirms of th Local Bmsinesa Tax. The Baca Is am a Bcmee . parmitoreo ard9eatiocoftheholder 'squalBioo'c' ttodobusiness. HoldNmum pomplywbbany governmental or no�overomevtai.Plaory amdtagoiramearewbicb apply mtbabosinesn Tire RECEIPT N0. above must be dteplayad an all commercial veMnles -f llaml -Bade Cade Soo Bs -279. For mme information. viab wwwMfemwadqAavAmmvII 000849 Loca .Business Tax Receipt. Miami —Dade County, State of Florida THIS IS NOT A BILL- DO NOT PAY 1915736 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES COCONUTGROVE GLASS & MIRROR CORP RENEWAL SEPTEMBER 30, 2014 3660 NW 41 ST 2021079 Must be displsyaS at place of business MIAMI FL 33142 Pursuant to County Code Chapter BA- Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS & MIRROR 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CORP 000017767 $75.00 08/06/2013 WDrker(s) 2 TXHSi -13- 042966 Tbia Local Business Tax Receipt only sonHrms payment of the Local Business Tax. The Receipt is mt a 6osm e, permit m e aertiRcatioc nftio botdar s tutors, to do business. Holder " comply w66 any goremmeotat or coogavammesmlragolatorylawaaodrequiuneMwWahapplytotbabwd m I The RECEIPT NO. above swathe dtsplayad oa all commercial vehicles - IMiami -Dada Code Sao 8e-= For am Information. vkh wwwmlauddefta TQB C * ConstrL41on Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY ra 000017767 )CONUT GROVE GLASS & MIRROR VALDE5-VVILL~ pirt" of �= 10 Of Miami -Dade COO Is ceno dW uner the ACORD,M CERTIFICATE OF LIABILITY INSURANCE 72114/2014 DATE(hINUDDIYYY1n PRODUCER Phone: 305 -556 -1488 X242 Fax: 305- 556 -3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 INSURERA:Granite State Ins Co 23809 INSURERB:FCCI Commercial Ins Co 33472 INSURERC:FCCI Insurance Co 10178 INSURERO:Mt Hawley Ins Co 37974 INSURER E: PREMISES Ea ocourence COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH.POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR L D POLICY NUMLiER POLICY EFFECTIVE POLICY EXPIRATION LIMBS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FXI OCCUR 02 -LX- 011740772 -0 4/20/2013 4/20/2014 EACH OCCURRENCE $1,000,000 PREMISES Ea ocourence $100,000 MED EXP (Any one person) $5,000 PERSONAL SADVINJURY $1,000,000 GENERAL AGGREGATE $2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- Lo PRODUCTS -COMPIOP AGG $2,000,000 B AUTOMOBILELIABILITY ANYAUTO ALL OWNED AUT03 SCHEDULED AUTOS HIREDAUTOS NON-OWNED AUTOS CA 0004471 9 4/20/2013 4/20/2014 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ X BODILYINJURY (Per aoddent) $1,000,000 PROPERTYDAMAGE (Peracddent) $ GARAGELIABILITY ANYAUTO AUTO ONLY- EAACCIDENT $ OTHERTHAN EAACC AUTOONLY: AGG $ $ D EXCESSNdIBREL A LIABILITY X I OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EMX0 317 9 6 9 5/29/2013 5/29/2014 EACH OCCURRENCE $110001000 AGGREGATE $ $ $ C WORM" COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIEiOR/PARTNER/DECUTNE OFFICERIMEMBER EXCLUDED? If d under SPECIAL PROVISIONS below 001 -WC13A -42367 3/1/2013 3/1/2014 ORYLIMrr I OTH- E.L. EACH ACCIDENT $ 1 000,000 E.L. DISEASE - EA EMPLOYEE $ ] 0 0 0 0 0 0 E.L. DISEASE -POLICY LIMIT $ 1 Q OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 ACORD 25 %.P.N%.GLLA I lum SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TSEREOF,'THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CORPORATION 1QRR Property Search - Report �t CS7;:NT�tj R•�7 Property Information: Folio 11- 2230 - 050 -0790 Property Address 1700 NE 105 ST 503 Owner Name(s) JOHN F LONGMAN DENISE T LONGMAN Mailing Address 333 NE 92 STREET MIAMI SHORES FL 33138 Primary Zone 4900 MULTI - FAMILY - CONDOMINUM Use Code 0407 RESIDENTIAL - TOTAL VALUE: CONDOMINIUM - RESIDENTIAL Beds/Baths/Half 21210 Floors 0 Living Units 0 Adj. Sq. Footage 1,200 Lot Size 0 SOFT Year Built 1965 Full Legal Description THE SHORES CONDOMINIUM APT 503 FIFTH FLOOR UNDIV .0126% INT IN COMMON ELEMENTS CLERKS FILES 64R- 124472 & 64R- 142846 OR 20457 -1670 0502 1 COC 23458-4600 06 20051 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $0 $0 $0 Building Value $0 $0 $0 Market Value $95,780 $95,780 $79,820 Assessed Value $95,780 $87,802 $79,820 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Non- Homestead Homestead Reduction $0 $7,978 $0 Caps Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Canters Properly Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $0/$95,780 $0/$87,802 $0/$79,820 School Board $0/$95,780 $0/$95,780 $0/$79,820 City $0/$95,780 $0/$87,802 $0/$79,820 Regional $0/$95,780 $0/$87,802 $0/$79,820 Sale Information: Date Amount OR Book -Page Qualification Code 07/02/2013 $155,000 28727 -4804 Qual by exam of deed 12117/2009 $110,000 27134 -1070 Qual by exam of dead 06/01/2005 $266,000 23458 -4600 2008 and prior year sales; Qual by exam of deed 05/01/2002 $134,000 20457 -1670 2008 and prior year sales; Quaff by exam of deed 06/01/2001 $110,000 19700.2904 2008 and prior year sales; Qual by exam of deed 08/01/1989 $92,500 14265 -2461 2008 and prior year sales; Qual by exam of deed 08/01/1988 $0 13779 -1078 Qual by exam of dead 04/01/1979 $75,000 10353 -0313 2008 and prior year sales; Qual by exam of deed 08/01/1978 $70,500 10140 -0650 2008 and prior year sales; Qual by exam of deed 11101/1874 $65,000 00000.00000 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property Information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, Its use, or its interpretation. Although this webske is periodically updated, this Information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miaml -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: /iwww. miamidade .gov /info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov http: / /gisweb. miamidade. gov /PropertvSearch/printMap.htm 10/21/2013 L� c(NNOOMIN110M APARTMENT~: .- - WORK REQUEST APPLICATION Owner's Name e1'0 �� '�' '� Unit I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. ' Electrical work Carpet installation Tile installation Plumbing work * *Windows d0J--dJ IV. Other work Descri tion of the work `✓`' "`� Before you decide to upgrade your apartment (other than paint or carpet) you must obtain •permission from the Board of Directors and /or Miami Shores Village. s t P,,,4 A copy of the plans, specifications and permits, and a description of the licensed -' work to Abe performed must be submitted for consideration and approval by the Miami Shores Village Building Department (305- 795- 2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. "Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) I fully un s Un' 6er's ' 4 M1. - Approved by: agree to the statements made above. Date: Pe- c- -Z-O/ F Date MecaWind Std v2.2,4.5 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 1/29/2014 Project No. Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT WINDOW & S.G. DOORS City : MIAMI Customer Name JOHN LONGMAN State : FL. Proj Location 1700 N.E. 105 ST., MIAMI SHORE File Location: C: \Documents and Settings \edwardv \Application Data \MecaWind \Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 55.00 ft Type of Roof = MONOSLOPE RHt: Ridge Ht = 55.00 ft Eht: Eave Height = 55.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang Bldg Length Along Ridge = 400.00 ft Bldg Width Across Ridge= 200.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 33.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.15 Lzm: 1 *(Zm /33) ^Epsilon = 650.00 ft Q: (1/ (1+0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.86 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Notes - Normal to Ridge Note (1) Per Fig 27.4 -1 Note 7, Since Theta < = 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh *(G *Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4 -1, Normal to Ridge (Theta<10), Theta= .0 Deg, h /1= 0.28 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi =0) Note (2) Ref Fig 27.4 -1, Parallel to Ridge (All), h /1= 0.14 Wind Pressure on Components and Cladding (Ch 30 Part 1) r w 1 -- - i3 waits GaMe Roof 4! 7 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 20.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf MARK "A" 5.42 4.22 22.9 4 0.84 -0.93 52.82 -57.47 MARK "A" 5.42 4.22 22.9 5 0.84 -1.15 52.82 -68.46 MARK "B" 6.17 4.22 26.0 4 0.83 -0.92 52.36 -57.00 MARK B. 6.17 4.22 26.0 5 0.83 -1.12 52 36 -67 5, MARK "D1" 4.00 6. 6'7 26.7 4 0.83 -0.92 52.27 -56.92 MARK "D1" 4.00 6.67 26.7 5 0.83 -1.12 52.27 -67.36 PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 2& stro4 Room 208 Miami, Florida 33175-2474 T (786) 315-2590. F (786) 315 -2599 www.mtamid11d&8av/ era/ SCOPE: TW 4W Is This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other area 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 Section (In Miami-Dade County) and/or the AHJ (in area 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. PERA reserves the ri& to revoke this acceptance, if it is determined by Miami-Dade, County Product Control Section that this duct or material fails to meet the requirements of the applicable building code. This product is aRproved as described herein, and has been designed to comply with the Florida Building Code, including the HiVelocity Hurricane Zone. DESCRIPTIOl -. Series "SH 700" Aluminum Single Hung Window - L•.IVLL APPROVAL DQCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11! dated 09/0112005, with revision `9l/" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp With the Notice of Acceptance number and Expiration date by the, Miami -Dade County Product Control Section. i MISSILE ]IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: IMiami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Ea0h unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of #pis 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 lates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any 4ection of this NOA shall be cause for termination and removal of NOA. ADVERTISEMTNT: 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 revlse� NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI, o9COUN7Y NOA No. 11-1013.14 ' Expiration Date: March 26, 2016 2� N Approval Date: November 03, 2011 10 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 2. 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 20394 :along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test 'Reports No.'s FT1,4958 and FTL -5063, dated 10 /03and 11/21 /06, both signed and ;sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. 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 an aluminum single hung ,window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, !P. E. '(Submitted under previous NOA No. 07-0322.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. OS-1018.01) t Ja me D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 E -1 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 20294 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 24113.2. 1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05--101&01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -r94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per F$C, TAS 203 -94 along with marked—up drawings and installation diagram of an aluminum single hung yy dow, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Deports No.'s FTL -4948 and FTIA646, dated 08/10/05, both signed and sealed by Fdmundo Largaespada, P. E. ($ubmitted under previous NOA No. 054018.01) C. CALCULATIONS � r L Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 44 (Fubmitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE 1. Muni —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325,05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayere" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco , P. L Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 E--2 Approval Date: November 03, 2011 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. : 3. Laboratory compliance letter for Test Reports No.'s FT1,4957, FTL -4958, FTL -5063, FTL -4645, FTL- 4649, FT'"723, FTL -4947, FTL- 4650, FTL -4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (S'ubmined under previous NOA No. 07- 0322.06 and OS- 1018.01) G. OTHER$ 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "8)4-700 Aluminum Single Hung Window - L.M.I. ", approved on 04/21/2011 and expiring on 03/2Y2016. Jaime A Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 E -3 Approval Date: November 03, 2011 i .; wA MIAMMR�A!?� DI•;PARTMEi�IT OF PERMITTING, AFFAIRS (PERA) BOARD AND CODE ADMINISTRA NOTICE OF ACCEPT) / MIAMI -DADS COUNTY .PRODUCT CONTROL SECTION TORY 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 PGT Industries 1070 Technology Drive, North Venice,' 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where .4jowed by the Authority Having JurisdiOtion (AHJ). " Tfiis NOA shad not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DodelCounty) reserve the right to have this p>}oduct or material tested for quality assurance purposes. If this product or material fails to perform in The Iaccepted manner, the manufacturer will incur the-expense of suchlesting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Section that thi' 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, includinj the High Velocity Hurricane Zone. DESCRIPTI?N: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 009/11, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product ContralRevision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County it..,Control Section. MISSILE Y10ACT RATING: Large and Small. Missile In pact Resistant LABELING: each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVseries, 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 remov# of NOA. ADVERTISEMENT: The NOA number preceded by the wotds 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 anti shall be available for inspection at the job site at the request of the Building Official. This NOA revises 90A 010- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. no submitted documentation was reviewed by Manuel Perez, P.E. MIAMt•DADE CO NTY NOA No. 11-0922.01 Expiration Date: May 26; 2016 Approval Date: December 08, 2011 POge I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions", sheets. I through 22 of 22, prepared by manufacturer, dated 08/20/11, signed and sealed by Anthony Lynn Miller, F.E. B. TESTS 1. lest 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 i 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 .ong with marked -up drawings and installation diagram of Clipped aluminum ullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 ssamples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05105111, all igned and sealed*by Marlin D. Brinson, P. E. (SubmNed under previous NOA #10- 0819.05) C. CAUTIONS 1. "hor verification calculations and structural analysis, complying with FBC -2007 �nd FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUAIA TY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MA.TXPIAL CERTIFICATIONS 1. one. i F. STATEMENTS 1. �tatement letter of conformance with the FBC -2007 and IPBC -2010, and no financial interest, .dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. ?roposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10- 0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26 /11 and ' ing on 05/26/1 6. 4 ue Perez, P.E. Product n I Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 MIAMI - ADE MIAMI DADECOUNTY,FLORIDA PRODUCE' CONTROL SECTION 'IR AV DEPARTMENT OF REGULATORY AND O RER) 11805 S!V 26 Street, Roam 208 BOARD AND CODE ADM MSTRATION I T (786) 315--"90 F (786) 315 -2599 NOTICE OF ACCEPTAN wwrrltriamidac(e•goe[ economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing tho use of construction materials. The documentation submitted has been reviewed and accepted by Miaml ade County RER Product Control Section 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- ade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami - ado County) reserve the right to have this product or material tested for quality assurance purposes. If thi product or material fails to perform in the accepted manner, the manufacturer will incur the expense ofsuc testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material wi their jurisdiction. RER reserves the right to revoke this acceptance, if it Is determined by Miaml- ade County Product Control Section that this product or material fails to meet the requirements ofthe 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 `tPW .701/ 720/ 820" Aluminum Fixed Window - L KL APPROVAL DOCUMENT; Drawing No. ' MD- 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 7/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami- )ado County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiratlo 1 date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nam or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Appro ed ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been Mod 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 beet a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NQA 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 thls 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 and renews NOA No. 11- 1110.15 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. { NOA No. 13-0502.03 MIAMI t� E COUNTY (y Expiration Date: February 19, 2019 J: -, Approval Date: July18, 2013 f Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMMD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- 720 -820, titled "Series Fixed Window Ins liatio n Guideline, sheets 01 through 10 of 10, dated 07/14/03 with the latest re sion dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn 11 iller, P. E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading p r FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202- 4 4) Large Missile Impact Test per FBC, TAS 20 94 5) Cyclic Wind Pressure Loading per FBC, TA , 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and AS 202-94 along with marked up drawings and installation diagram of al num fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report N . FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading p FBC, TAS 202 -94 3) Waxer Resistance Test, per FBC, TAS 202- 4 4) Large Missile Impact Test per FBC, TAS 2 1 -94 5) Cyclic Wind Pressure Loading per FBC, TA 203-94 along with marked -up drawings and installation diagram of alm ainum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI r -3835 and FTL -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) 1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complXing with FBG-2010, prepared by manufacture, dated 04/29/13, signed and sealed b1 Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). e Jaime D. Gasco ,P. E. Product Control Section Supervisor NOA No. 134502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E--1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SODOM E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to R.I. DuPont D Nemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13 expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D DNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compres ion Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubbe and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property- -Compr 'on Set for 22 iaRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. l F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29 /13, signed and sealed by Anthony Lynn Miller, P. I I. 2. Statement letter of no financial interest, issued by manufacture, dated 04129/13, signed and sealed by Anthony Lynn Miller, P.E. j 3. Laboratory compliance letter for Test Report No. FTL -7212, idated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12; signed by 4aime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3834 and FTL- -3850; dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E (Submidted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to POT Industries for their Series "PW- 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on. 02/19/1.4. Jaime D. Gascon, Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E--2 PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOFF: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section 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 Section (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,nodify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right 'to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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 '99R-710" Aluminum Horizontal Sliding Window — L.M.I. .APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10//17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. 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, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E -1, &2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAM��pD COUN7Y ,. A NOA No. 11-1114.04 P • � � �� g �v Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PG,T Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Test reports on: l) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/1812007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07 -081 5.09) 2. 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, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted an der NOA No. 06- 040S.06) 3. 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 arid-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared-by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo .Largaesp P. E. (Submitted an der NOA No. 06- 0445.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -1 Approval Date: February 16, 2012 PGT Industries, Lnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10126106, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Own, the fork of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC-- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. II- 0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07 0815.09) Jaime DanP Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -2 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s F11,4858 and FT1, 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed -by Edmundo Largaespada, P. E. (SubmUled under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630-02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -3 Approval Date: February 16, 2012 i" 1IUAAUL" 1� MIAMI -DADS COUNTY, FLORIDA 1s�iilw MM RODAipE FLAGLER BUILDING BUILDING CODE COMP CC 140 WEST FLAGL STREET, SUITE 1107 PRODUCT CONTROL D rT FLORIDA 33130 -1563 (305) 375-202 FAX(305)372-6339 NOTICE OF AC U www.uua,usu ................ . .. PGT Industries 1070 Technology Drive Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the ust of construction materials. The documentation submitted has been reviewed by Miami—Dade County oduct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mi i 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 purpc ses. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expe ase of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product o material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined b Miami Dade County Product Control Division that this product or material fails to meet the requke+ts of the applicable building code. This product is approved as described herein, and has been designed to comply with t e Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "730" Aluminum Sliding Glass Doors w/ wo Reinforcements = L.M.L APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Series Alum. Sliding GI s Door, Impact", sheets 1 through 19 of 19, dated 04 /18/05 with revision "I" dated 12113/07, prepared PGT Industries, signed and sealed by Lucas A. Turner, P: E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration daze by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height. 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. REVISION 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. I`E MO NATION 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 No. 074511.06 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. NOA No. 094728.06 MMMMMOE COUNTY Expiration Date: November 11, 2014 Approval Date: September 30, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMjZD A. DRAWINGS 1. Manufacturer`s die drawings and sections. i 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, pact ", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/ i , prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. ! B. TESTS ' I 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pe FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -9 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 24113.2.1, TAS Z02-94 along with marked up drawings and installation diagram of alun ' um sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report 1, o Yn,4159, dated March 25, 2004, FT"161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 20045, FTL- -4454, dated Jan 31, 2005, YnA524, dated Jan 31, 2005 and FT"084, dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 069523.03) C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10/01/07 an¢ last revised on 03/11/08, prepared by PGT Industries, signed and sealed -by Lucas A. Turner, P. E. Complies with ASTM E1300-02/ 04 (Submitted under previous NOA No. 07 -0511.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 094312.02 issued to E.I. DuPont- DeNemours & Co., Inc. for their "DuPont Butaciteg PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 09 4127.13 issued to- Solutia Inc, for " Solutia Interlayer for laminated glass ", approved on 03/04/09 and expiring on 03/04/14. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0728.06 Expiration Date: November 11, 2014 { Approval Date: September 30, 2009 B-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated Oc ober 01, 2007, signed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 07- 0511.06) 3. Laboratory compliance letter for Test Report No.'s FTL4159, d March 25, 2004, FTL -4161, dated March 26, 2004, Fn-4162, dated March 30, 20 , FTL4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL-44 4, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006 all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06- 0523.03) G. OTHERS 1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries. fo; their Series "130 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved o�- 04/03/08 and expiring on 11/11/09. 2. Test proposal No. 06 -0114, issued to PGT Industries for their Serifs "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 E -2 [7 z Z W m a [� O mZ 0 m t; r to W in 0 in �-J- 53 WINDOW WIDTH 1803/4 MASONRY OPENING 180 TOTAL WINDOW UNIT WIDTH 74 WINDOW WIDTH 53 WINDOW WIDTH P.G.T. INDUSTRIES SERIES °SH -700° ALUM. IMPACT SINGLE HUNG WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR 5/1 6° LAMINATED IMPACT GLASS N.O.A. 11-1013.14 -\ ELEVAT113N T - REQUtRED P.G.T. INDUSTRIES 18 X 41 STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN CLEAR ANODIZED FINISH N.O.A. 11-0922-01 P.G.T. INDUSTRIES SERIES °PW -701 ° ALUMINUM IMPACT FIXED WINDOW IN CLEAR ANODIZED FINISH WITH CLEAR 7/161 LAMINATED IMPACT GLASS N.O.A. 13-0502.03 (� N d' Cj t? o N ti a QW,d to Jet WON LL ❑ ❑_ N Eg ZZ .in 00�� lo O u1 z Wm Id t0 It r. F P] FgO ZMLLT QOIAm r W IQ Z Li °z n m 0 � z m ° >R Q W 7 1- DRAMM BYO E. RvcOtmuB OATS O t -D9 -14 REVISION GATE oc -oo-Da CNEET NUMBER CG -z OF 8 I Ire ii P.G.T. INDUSTRIES SERIES °SH -700° ALUM. IMPACT SINGLE HUNG WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR 5/1 6° LAMINATED IMPACT GLASS N.O.A. 11-1013.14 -\ ELEVAT113N T - REQUtRED P.G.T. INDUSTRIES 18 X 41 STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN CLEAR ANODIZED FINISH N.O.A. 11-0922-01 P.G.T. INDUSTRIES SERIES °PW -701 ° ALUMINUM IMPACT FIXED WINDOW IN CLEAR ANODIZED FINISH WITH CLEAR 7/161 LAMINATED IMPACT GLASS N.O.A. 13-0502.03 (� N d' Cj t? o N ti a QW,d to Jet WON LL ❑ ❑_ N Eg ZZ .in 00�� lo O u1 z Wm Id t0 It r. F P] FgO ZMLLT QOIAm r W IQ Z Li °z n m 0 � z m ° >R Q W 7 1- DRAMM BYO E. RvcOtmuB OATS O t -D9 -14 REVISION GATE oc -oo-Da CNEET NUMBER CG -z OF 8 m z_ F- z = W i9 Ill a m w n0 n= Inz Irmo z o O z Q 3 I 743/4 MASONRY OPENING 3/B 74 WINDOW WIDTH O ELEVATION 1- REQUIRED P.O.T. INDUSTRIES SERIES "HR-71 O° ALUMINUM IMPACT HORIZONTAL SLIDING WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR 5/168 LAMINATED IMPACT GLASS N.O.A. 11-1114.04 u I�� W EL 0 m >. z O m a r- I W m 3 0 0 z_ 3 1/4 96 1/2 MASONRY OPENING 96 S.G. DOOR WIDTH D 1 ELEVATION 1 -REQUIRED PGT INDUSTRIES SERIES BSGD -7300 ALUMINUM IMPACT SLIDING GLASS DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 7/168 LAMINATED IMPACT GLASS N.O.A. 09- 0728.06 ILI i>! r LZ N d' N QW't m E9 0X D W G LL ��-0Lq 0� �3Jm zz�� Op m 0Q 0 013 0 0 in i z Lm W I7 � r- m P7 M r Pg0 ZDILT a0Mm Wm oZ zo J Il] Ih zo 20 VJ ffD ffT) I3EYIBION OATS : OD -OO-DO OHL'LT NUMO60 CG-3 OF 8 j i i i i I i D 1 ELEVATION 1 -REQUIRED PGT INDUSTRIES SERIES BSGD -7300 ALUMINUM IMPACT SLIDING GLASS DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 7/168 LAMINATED IMPACT GLASS N.O.A. 09- 0728.06 ILI i>! r LZ N d' N QW't m E9 0X D W G LL ��-0Lq 0� �3Jm zz�� Op m 0Q 0 013 0 0 in i z Lm W I7 � r- m P7 M r Pg0 ZDILT a0Mm Wm oZ zo J Il] Ih zo 20 VJ ffD ffT) I3EYIBION OATS : OD -OO-DO OHL'LT NUMO60 CG-3 OF 8 IY N tt N to q I In w QWdN' m W � 13 N ©�R t7 ZZ�:�, DD�� DIDaw omm P O N I�- Z =F WD Wm �r 1- trI rn m M r P JD ZN LL. � Q D � tr7 r W In �UK Z =0 J tl) ZD aEaW '3 DRAWN 6Y: E. ROOaauQ DATE s Di -oe -� a REV�ataN GATE oD -Dwcc aNE6T NUMalli CG-4 OF B 1/4 a TAPCONS WITH 1 3/8° EMBED. INTO CONC. AT 18 1/2° FROM CORNERS (ANCHORING TO BE AS PER N.O.A.) d° ° 4 A j m W d dv v v E Z = Z oW W P.G.T. INDUSTRIES SERIES °SH -700" ALUM. IMPACT n IL SINGLE HUNG WINDOW IN CLEAR ANODIZED FRAME = WITH CLEAR 5 /16a LAMINATED IMPACT GLASS N.O.A. 11- 1013.14 ❑ Z p ❑ Z u � cca G .Q ry7 i p SECTION A6 IY N tt N to q I In w QWdN' m W � 13 N ©�R t7 ZZ�:�, DD�� DIDaw omm P O N I�- Z =F WD Wm �r 1- trI rn m M r P JD ZN LL. � Q D � tr7 r W In �UK Z =0 J tl) ZD aEaW '3 DRAWN 6Y: E. ROOaauQ DATE s Di -oe -� a REV�ataN GATE oD -Dwcc aNE6T NUMalli CG-4 OF B W L Z Z w a 0 � 3 z o D 0 N Z Q 3 ti Pi U Tw!'9.'9f ffP au/ . P -P U P LA"r -r\ t ►ITn W e SECTION 1/4 9 TAPCONS W/ 1 3 /8" EMBED. INTO CONC. (9? 8 1/2" FROM CORNERS AND BALANCE AT 8 1/2 ff O.C. (ANCHORING TO BE AS PER N.O.A.) v� lz 0 � N d' � � W tt N E13 th 4WD 0 �Wm I W M ❑ i- Q N Q d' IY L? 0 it ZZ� m ❑ E3 t�9 C7 tD 0iDa w (][9i H in IL Z 'm wEil z 10 `` Q0M fr Win ° j z =❑ Z ❑ c til I E3 OL,aW OgAWN BYS L. woonlwez D1 -DV -14 REVIHICN CATB i ao-oa -aa "Ec Hume CG -5 OF 114" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 17 1/2 If FROM TOP CORNERS, 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL (ANCHORING TO BE AS PER N.O.A.) #1 2 SELF DRILLIMNG SCREWS AT 17 1/2" FROM TOP CORNERS, 1 5" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL (ANCHORING TO BE AS PER N.O.A.) O WINDOW WIDTH 1" X 4" ALUM. MULLION #1 2 SELF DRILLING SCREWS AT B 1/2" FROM CORNERS AND BALANCE AT B 1/2u O.C. (ANCHORING TO BE AS PER N.O.A.) WINDOW W. II 11 K- TOTAL WINDOW UNIT WIDTH P.G.T. INDUSTRIES SERIES °SH -700° ALUM. IMPACT SINGLE HUNG WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR 5/1 Gn LAMINATED IMPACT GLASS N.O.A. 11- 1013.14 MASONRY OPENING SECTION P.G.T. INDUSTRIES 1'X 4° STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN CLEAR ANODIZED FINISH N.O.A. 11-0922.01 P.G.T. INDUSTRIES SERIES °PW -701° ALUMINUM IMPACT FIXED WINDOW IN CLEAR ANODIZED FINISH WITH CLEAR 7/15° LAMINATED IMPACT GLASS N.O.A. 13-0502.03 9 0: � N N� EQ f- d � ' W�0 ©�tg W N OF(3N Eg d W I-3_j m ZZ -Jh 00 0 O�QW E3 I] � c� v in H z W N E r- F- (9 U) [l] (A 1-50 O zin LL`° Qo III V3 x � win E ZW 0 t JZW0 zo oEQw '7 , 1- IIRAYVN HY. E. RCORIOU6 DATE s OI 09 -14 0.EVIH70N DATE owoo�oo BHCET NUMECR C G-6 OF 8 E9 z z W CL 0 z 0 c4 G II W z 0 0 z J J M� I . 11 & 1/4u TAPCONS W/ 1 3/8" EMBED. INTO CONC. 18 3/4" MAX. AT CORNERS, A CLUSTER OF 3 ANCHORS @ 10 1/2" MAX. & 3" MIN. AT EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING TO BE AS PER N.O.A.) P.G.T. INDUSTRIES SERIES °HR -71 0a ALUMINUM IMPACT HORIZONTAL SLIDING WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR 5/1 So LAMINATED IMPACT GLASS N.O.A. 11-1114.04 1/4 u TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 9" MAX. FROM CORNERS AND BALANCE AT 22 1/2" MAX. O.C. (ANCHORING TO BE AS PER N.O.A.) SECTION 1/4" TAPCONS W/ 1 3/8" EMBED. INTO CONC. 1 B 3/4" MAX. AT CORNERS, A CLUSTER OF 3 ANCHORS @D 1 O 1/2" MAX. & 3" MIN. AT EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING TO BE AS PER N.O.A.) SECTION_ 0 d' ca NM M l"''t m c� J r .. [7�B W V3 13 13 v L9't E =3_ m ZZ .m 13 a to w E3 V3 0 Z b Id V3 0: r- 1— W m V3 pt r 1- 113 ZNL'T IO mpi Lo 13 =� J 0) zoom 0 L% Id 3" G F oavwN 9r• E. Roosuoua OATS s Gi -09 -14 LZMUC�N- al•I�r NuNeEa CG -7 OF B 19 Z Z W CL c. Z ❑ ED cQ G r E9 W tn. U ED �•-A SECTION (ED 2 ROWS OF 1 /4" TAPCONS W/ 1 3 /13" EMBED. INTO CONC. AT B 1/4" FROM CORNERS, B 3/1 6" ON EACH SIDE OF MEETING ASTRAGALS AND BALANCE AT 16 3 /B" O.C. (ANCHORING TO BE AS PER N.O.A.) PGT INDUSTRIES SERIES "SGD -73130 ALUMINUM IMPACT SLIDING GLASS DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 7/16" LAMINATED IMPACT GLASS' N.O.A. 09-13728.136 2 ROWS OF 1/40 TAPCONS W/ 1 1/4u EMBED. INTO CONC. AT B" FROM CORNERS AND BALANCE AT 26 1 1/1 6" (ANCHORING TO BE AS PER N.O.A.) 15 16 17 •• SECTION 2 ROWS OF 1/4u TAPCONS W/ 1 1/4" EMBED. INTO CONC. AT B 1/4" FROM CORNERS, 8 3/1 6" ON EACH SIDE OF MEETING ASTRAGALS AND BALANCE AT 1 6 3 /B" O.C. (ANCHORING TO BE AS PER N.O.A.) d E 0 et cd N tq N m <W't JIB n 0) I'7 < W D Opt° R— it Dl� � O� zz� n113 r t+] 0 UI i- z �D Id W [9 M 1- 50 ZNLt0 it- win Ell rr zw °z o =D � zo lo 01` g W 3, ow+.wN er: E. avoRlsuQ OATS D 1-09 -7 4 li@V1810N DATE i oo -ao-oo BMEET NUMBER CG -B OF 8 ,& GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5x16" LAL411 CONSISTING OF (2) LITES OF 1Ar ANNEALED GLASS `WITH A.090 DUPONT BUTACITE OR SWMUKEEPSAFE MAXIMUM PVB INTERLAYER, B. SH6" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A MW DUPONT BUTACITE OR SAFL.EX IKEEPSAFE MAXIMUM PVB INItM AVER. C. 5116` LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E 716' LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F 7A 6"1.4[IAI,G0N==G.OFjMUr+ES.DE.31.16`Iffi".. STRUIGTHEN -MAOXIMUM f VBMFTERL-AWR. G. 13116' LAW IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5f16" LAMI CONSISTING OF (2) LITES OF 418" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. H. 13f16"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF V8" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED -GLASS WITH A MO DUPONT BUTACITE OR SAFLEXIKIMPSAFE MAXIMUM PVB INTERLAYER. 1.13116' LAMI IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 516° LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN MW DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13f16' LAMI IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 7116° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116' LAN IG: (1) LITE OF 1AP TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) UTE OF 31'16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA<EEPSAFE MAXIMUM PVB. L 13116" LAMI IG: (1) LITE OF 1/8" TEMPS GLASS, AN AIR SPACE AND 7/16" LAim CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .O0 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. �NA 1SJ16" LAID IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE A ND 5116° LAMI CONSISTING OF (2) uTES OF 118° ANNEALED GLASS WITH AN .M DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2_ CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL Wf 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 RAID GLASS TABLES ASTM E 1300 -OZ 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. REFERENCES: TEST REPORTS FTL- 4645, FTL -4646, FTL- 4647. FTL-A . FTL -4649, FTL -4650, FTL- 4651, FTL- 4723, FTL -4$57. FTL- 49W AND FTL -5063. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION l' 8. SEWESIMODEL DESIGNATION SHM, ALSO RIEFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH TdE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (NbHZ). J.d I VXMI I D "fOFBC .LR Itom« 01owl C CH*ANGA8 G L A S S T Y P E T O 7 EE M P E R E D F R a V H SF L oG1r txriVE 53&7 ADD NOTE TYPEM {ZWG OP770NS P.O. Box ism N0K0M1d FL 34274 s GENERAL NOTES ALUM. SINGLE HUNG. WINDOW, IMPACT VuGbly Besur sfm Imw �i all 1 4040 -20 NOA DRAINING MAP SHEET GENERAL NOTES.......... I GLAZING DETAILS »._..»....2 DESIGN PRESSURES.... „. 3 EL EVATIONS_._._.. 4 VERT. SECTIONS..._........ 5 HORIZ SECTIONS--.-- 5 PARTS LIST....._............_ 6 EXTRUSIONS.__ 7 CORNER DETAIL.. »........ 7 ANCHORAGE....._..._.... 841 PRODLOr REVISED as compSyft with the Fled& Buffirmg Code _ . . — ttt111Str,r�_ .. M1.. s� :k1 i�O FLOf��4 A. LVt WINIU K P.E. D FL P.E.# 58705 o- v WIN )M. BITE DM. BITE ® NOTE: LAMI IG OUTBOARD LI ES MAY BE UPGRADED TO 3116° WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) i1w ANNEALED OR HEAT STRENGTHENED GLASS 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5118" NOM. —m 5116" LAMINATED GLASS U2' NOM. 12° NOLL GLASS BITE 46 GLASS BITE 1 .0� SOL[JTIA OR DUPONT PVB INTERLAYER 3n 8' ANNEALED OR HEAT STRENGTHENED GLASS 7n6- LAMINATED 7196° LAMINATED GLASS F 0 39.E Or 91 118* ANNEALED t 70 OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" A� OR HEAT STRENGTHENED GLASS 5116° LAMINATED AIRSPACE W ANNEALED OR TEMPERED GLASS A 13116" NOM. 13116" LAMI IG GLASS Wl 5116" LAMI 3118° ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PVB INTERLAYER 3n6">a�JNEALEIJ DO OR HEAT STRENGTHENED GLASS 7n8" LAMINATED AIR SPACE 1i8" TEMPERED GLASS 13116" MOM. 93!168 LAM! IG GLASS W17116° LAM! .>� 1�r�t o me nasslu�r HAC3TALUM. GLAZING t?f7'AlLS vmir Rntwawc �?ECFB+tOLOGYQRdi�E .i2 Oarov�l c ctunrr� cAPccass n�ro Fauetis r�aoHUS, rr�s F Dtinsme rrs�rs7 ros✓teta�olA$sl ataanuaNrore P.aeox+s� SINGLEHUNG Wi TJisibly Better so.4e ae..t tea, rwuah IMPACT 4t34D -20 PRODULTREY3SED �o�ly;g �ltu��as OF A Ll11GI�MILLt�t�; A.E. IT >Z P.E.# 58705 as,rY sozy4 srrTan FuJ/ 2 •► 11 F.K bV1/03 .I..L ?/73/07 IMPACT 4t34D -20 PRODULTREY3SED �o�ly;g �ltu��as OF A Ll11GI�MILLt�t�; A.E. IT >Z P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDW HEIGHT WIDTH GLASS TYPE 63" 66" or 7(" 72" 7r TABLE 1. 76" 48- A,B.M +80.0 -wo +90.0 =80.0 +80.a -80.0 +80.0 -w.o +smo -m.0 +80.0 -80.0 +80.0 -wo sr A.B•M +80.0 -50.0 +so.0 -80.0 +s.0 -wo +80.0 -80 o +60.0 -w-o +80.0 -s0.o +79.o 79.o AAM +8010 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +00.0 -80.0 +78.8 78.8 +77.3 77.3 +76.9 75.9 11,3'1/8" A.L3.M +80.0 -00.0 +40.0 -80.0 +79.5 75.$ +782 78.2 +76.9 76.9 +75.4 75.4 +74.0 74.0 LIP TO 53 i C,t)X J:.G.KI,J.K,L +80.0 -80.0 +80.0 . 80.0 +80.0 -�.Q +000 -W.a 70.0 +70.0 70.0 +70.0 70.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HM SILL OPTION ,& BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44. 618- or 72- 74" TABLE 2. 76" 4r A.B,M +80 o -no +W.o -mo +80.o -w.0 +ao. o I -m.0 +70.o 1 70.0 +70.0 70.0 +70.0 -70.0. 150" A.S.M +W .O -SO.o +$.0 -130.0 +80.0 -110.0 +79.9 79-0 +70.0 70.0 +70.0 70.0 +70.0 70.0 62" AAM +8010 -MO +80.0 -80.0 +a0.0 -80.0 +78.9 7$.9 +70.0 70.0 +68.8 -68.6 +87.6 $f.6 63 i/8" A.S.M +80.0 -80.0 +80.0 -80 0 +80.0 -50.0 +76 0 75.0 +88:0 -0 .0 +W 7 -88.7 +8.5.6 -fts UP TO 63 CA.t: F,C3 KJ,K,L +80.0 -80.0 +$0.0 -80.0 1 +80.0 -8010 +80.0 -80.6 +70.0 70.0 +70.0 70.0 +70.0 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR IN7 BASED ON FLANGED WfVtDOW TIP TO-TtP FR/ WINDOW MIGHT I1011NI WIDTH GLASS TYPE 1 17 18" 1 22 iIM6- 63 W D.E.F.J.K.L 1 +80.0 1 -80.0 1 +80.0 1 -ft A. 511W LAINi - (lffA..080.i/8°A) B. 6/101 ll..AMI - (10A,.090.118 -HS) C. 6116" LAM1- (V8"..490,11s"HS) D. WIT L.ALU - (3116"A,.090. 3118"A) E. 7118' LAMS - (3118'A..090. 311VM) F. 7118' LARM - &lV*HS..0W. 3118-HS1 MAL FIN WINDOWS Wl HIGH SILL OPTION,& ? DIME.NSIONS. SASH HEIGHT ( MAX. W[NpOlilf Hi: W1 SASH * 76" FLANG® AND 76" INTI 211 3MV' 1 33 314" 1 30 6146° 4413Li8" 1 50 308" +80.0 1 -110.0 1 +9110 1 -80.0 1 +70.0 1 70.0 1 +70.0 1 70.0 1 +70.0 1 70.0 FTL4647, 40148 FTL- 4847, 4848 FTL- 4645.4885 F764646 FTL -4845 4967 L/WIGG 1 M RA L "a- HT. MEETING RAIL or J TABLE 3.® H. 13116° LAME 10 -11W T. AIR SPACE, 5118° LAMI - (11VA,.090,11VM) FTL -4646 t+v kr. L 13116° LAMI IG -18- T, AR SPAN, 5116" LAM! - (118"HS,.090,11WHS) FILAW J. 13118- LAMI 113 -1/s- T. AIR SPACE, 7118" LAME - (311WA..090, VIM) FTI.- 4649.4850 MINUS L 13118` LAMI IG -1W T. AIR SPACE, 7118° U1MI - (31WHS, 090.3119M) FLL4649, 4650 SASH 10.0 70.0 HT. MEETING RAIL 4 G. 13116- LAME tG -1/s" T, Ast SPAN, 5116- LAMI - (lArA,.090,lffA) FTL- 4645, 4723 H. 13116° LAME 10 -11W T. AIR SPACE, 5118° LAMI - (11VA,.090,11VM) FTL -4646 L 13116° LAMI IG -18- T, AR SPAN, 5116" LAM! - (118"HS,.090,11WHS) FILAW J. 13118- LAMI 113 -1/s- T. AIR SPACE, 7118" LAME - (311WA..090, VIM) FTI.- 4649.4850 K. 13116- LAMI 14 - Vs° T, AIR SPACE=. 7118" LAMI - (3fltr&.090. 3flWHS) F7L4649. 4WO. 4958 L 13118` LAMI IG -1W T. AIR SPACE, 7118° U1MI - (31WHS, 090.3119M) FLL4649, 4650 AA. 13!18' LAMt K3 - 1/8-A. ASR SPACE, 5116" LAMt - (lArA..ow, ll8"A) FTL -5063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +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 12 518- MINIMUM TO 38- MA)aMUM. JA . laV7i11 o K0CffANGWTM6hEffr °. ESIGN PRESSURES JJt 04MI C c�fialt WCAPC�LAS'SJYPETO7 FROM HS ' 8� luNw. B;w-- wm7wlWAWEmmXwwswWW$AWHT Or ALUM. SINGLE HUNG WINDOW IMPACT .Fir- ll/r" B FORMATVM ADD SYl: F81L UPDA 7FST Pd> BQX 1629 aw.awa.e sett Www- "c; Dow 15 DAW irac �azu vtsialy B� sfnov Nis 3 11 444Q2a FJG 9lm 81 J. 2% 7 gwi& dw r-Eeriaa de N. ti1E111/ `\�� LYNN.Ml t of A LYI�I�Ilfbi ; P.E D FL P.E.# 58705 SEE DLO SEE DLO TABLE (MAX.) L W lff MAX. FLANGED WIDTH® 521/8" MAX I.F. WIDTH 49 5/8" MAX FlXE:D DLO (ALL) D'1 k 75" MAX. 1 I.F. 0 j p.,rJ HEIGHT SEE DLO TABLE -76' MAX. ..._. 311 7116 X , MAX SASH '48 IW MAX. LENT DLO (ALL) DETAIL A 1!1 SE'E DLO X j 75' MAX. A I.F. DETAIL B VIEW (STANDARD SASH) B E--j 75' MAX. f 7v `MAX I IF. iF. HEl E —+� H TABLE � � � TABLE O SEEDLO j 78' MAX / FL•A FLANGES? HE HEI SEE DLO TABLE X / I S I SEE DLO TABLE X j SASH i / HEIGHT HEIGHT B� DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET" 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 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. mww. J..[ fQlmi D NO CHANGES TMShEEr tQ70TEMMOLOGYDRIVE A in og 04001 R°'a.'°" c No cnMVGW TM SHEET rtoKmm FL 34275 C ex F.K -6 If/13w RM =-- 8 IN EGRA(_ f0Y VEIiSM,, CHG. NOTE & AM NOTE4. PA HOX 1528 FL N :� X' 427'4. Vufbly B;mw mow 9IIA75 cao�aa J..L s 2123107 LOW SILL HIGH SILL A SEE DLO SEE DLO C � C Of x�e DETAIL C TOP (STAND VERTICAL DAYLIGHT OPENMG DETAIL FUCED LITE LOW SILL HIGH SILL A 3411T 34 3116' B 41 51W 41 114' C 41 IW 40 71W D 52 51W 5211M6@ E 52114' 52 5116' SASH' DETAIL LOW SILL HIGH SILL A 3411T 34 3116' B 2771160 271!8° C 27 7116' 271{8° D 1 16318' 15314" E 1 16 318' 15 314' TABLE 5. 75' MI AX. I.F. onaw- ELEVA77ONS ALUM. SINGLE HUNG WINDOW IMPACT � xac Shrran Ms 4 d 1 � 4040-20 D g.�ahrteerfmida t�ao 1 7�0 ti 111,11 * - 140. 58705 O �t, • 1ti -- • • SSA : - /1SS1oNAx -�� A. Ll W Wlit!k`. P.E. FL P.E.# 58705 MAX. FIXED LITE DAYLIGHT OPENING .2l OUTSIDE MAX. VENT DAYLIGHT 7,8OR17 25 31 25 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL. BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH. INSIDE MAX- VENT DAYLIGHT OPENING I I I I I OUTSIDE I MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION XA INTEGRAL FIN (I.F.) FRAME SECTIONS ,& INSIDE al"ll f y `I I HMSILL LOW SILL HEAD JAM OUT: 68 2.710' AIR FRAME q __F_AWniW 53 OUTSIDE Ij NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 - 2710" ODUCTREVISED L QL 1 (LOW SILL) SEE NOTE ABOVE 54 64 L`iA1N uLTRauFT 69 67 �c�*+sF 3 30 ' 12 ONLY 12 o�NLT LIFT SECTION GC = * = +� �7°s SECTION B-B RADIUS TOP ALTERNATE HIGH SILL {LOW SILL SHOWN] (HEAD DETAIL - FLANGED VERSION) � � -: 61. �• t+� � .' � ` rr.�ser arec n..d�m: J.J. aam7l l o NO CHANGES TMS SHEET SECTIONS � O -.. sv a� 90MTEC} ORNE •� ,� -. FtO = • J.R. 04wil C NO CHANGES THS SHEET NON0N%FL34475 awe 'ice Fs+ aw. .. ALUM. SINGLE HUNG WINDOW, IMPACT ONP- & .--%. ` P.QxI= Fx lvssm s cF S�rox&CASOLVATFLAL Co ONers a..r a an A YM .E. a."r. ndw NO(oSFL3W4 VsblyBarr Fx 0 ` J J WSW SH700 H0 5 a 11 4040 -2U O FL PPM 58705 H18A DYIiQ# DESCRIPTION - PG;T# 1 4002A FLANGE FRAME HEAD 812225 2 1155 #8 X 1 mob QUAD PN. SW 781PcA 3 40030 PLAN GE FRAM-K- (LOW SQL)' 612226 5 1826 . AD.HESIVE OPEN CELL. FOAM PAD TPAW626 a 4004 FLANG3E JAMB 812227 1 4425 SASH•STOP 612244 8 4025 SASH Sl OP (EGRESS) 1.125 LONG 612244 8 4028 SPM& BA}.ANCF- 316", 6W. OR 11116° D. QLASS, 7116' LAM, (1/8"A,090 10 1060 SAIMEK CtiV K 318' OR 518' 6MCYA916 11 Q. GLASS, Me L.AtA4 IG;1/8°T, A #$X.750 RMSMS 7034AA 12 ............ ..:.. .. �I�C [ZET-.._...._..._..._._.._... _ .... _.. ... 13 1OW1006 SASH TOP WK)t 42604 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1Fi?AX 16 1080-1 BALANCH COVER.11MW 6BALCVR870 17 4063 SASH RW C'&M 64053 18 4029 -1 SASH BRACKF'T 7ULDWr 19 #8-32 X 10 (.G. PH. FH. TYPE F S. STL 7$32X12FPFX 21 4054E 640540 23 40©60 SASH TOP RAIL 64008 25 1236 A% X.00 WK FIN SEAL 87S16Ga 28 1096 LATCH 71098 2T 101$ #8 X A25 P11.L. SAS 7858 28 4007 DSO... . (LOW SILL) 812;130 30 1228 IiTP., ts11i3 VN`1YL 4A 31 4008- SASH WE RAIL 412231 34 1288 SASHMOOGUIM 47501 35 1622 LANit SETiiNC %.O0K 3W X23184' X 1' 71622K .36 1052 LAW IO SaTTI+BGi.00K 1- X314 "X 4116' 71052K 37 1224 MWiL QLAZ BLAD WEla iai;� 6TP24?W,K $8 1225 VINNI GM IMEPD BULB (THE STP24W 41 40398 GLAZING W-90, gnt LI- MASS 640398 42 40446 .4i I$ LAM VWGRILL IOT 844763 44 4223A GL" . , 7116- LAM - 64222 45 9880 at AtM JAW LAMI VWGRLL. KIT 8985 46 4067 GLAZING BEAD. 13n LAM 1% 64067 47 4071A FRAM. L. HM 64071 48 4072A FfWIE. LF. L SILL. 84072 49 4073A FRAME. LIB. HIGH Sgt 64073 50 40748 FRM(F- L.F. JAMB 64074 52 4009 SILL LATCH (ELBt ) (LOW SILL) 7648 53 10$8 WMG, SU LATCH (15GR S) 7SPRN{3 !i4 2740 SQL LATCH (1S$) (fit SILL) 62740 55 1014 SC t FRAME (HOR. 8 VM) 61014 56 1630 SORE1 CORN K£Y WIRINGS 71630 57 1831 SERF i CORNt3t. K8Yd1I{O M PJNGS 71631 58 M673 SCREEN S M ING 7CASP 59 1 1624 SCREEN SPLINE -.135 DW FOAM 61624K INI u r u 91 L. GLASS,13MI LAM IGO/W 92 IK GUISO, 13fl 2 1 47 FRAME, I.F. HEAD ® #4071A, 806346 48 FRAME, I.F. LOW SILL #4072A, 6083 -T6 if PaW 16351 IF-11, ss complyft with dw Fk*i@a rto —1 t' `'M 1111! THICKNESS �`�p�`y•GOSE FRAME, I.F. JAMB _ . y�1 I« o5 FRAM I.F. HIGH SILL ®� #40746, 6063 -T6 f Isri, g 49 #4W3A. 6063 -T6 (USED AS RADIUS TOP MAD) _ li = W ® to 2 PAR LIST �' -. C ��'= wm� � '�� SS1O` `!• C c tlatvc c,� MEM ro r�s ta.sazra ALUM. SINGLE HUNG 1UNDOW IMPACT ; g 1 PO.89Kim a.fmm*d* m.sew A LY Mil1- , P.E prUc `M{ ' St17(JD N%aS 8 d ?? 4040 -20 O FL P.E.# 58705 CIm MVQ# 8 60 1635 SCREEN SPLINE -.136 61 SCREEN CLOTH 63 505 GLAZING, CHMMEL (.0 64 1161 #6 X 1.000 PH. 8 UQL9.I 67 GLAZINOWAP0,.111 X1 68 4 0 5 1 A SASH BOi`TCE A A X (Ni 89 40WA MANGE FRAME SILL 0 70 StI. NE, OOW89t 60 A M ". 51.14° LAM. (WA A00 I 81 S. a5W, 5116" LAM. (wrA,.090 I (11814 83 D. QLASS, 7116' LAM, (1/8"A,090 84 iwG ASs,7118LAM. on"A.000I 85 F GL.A$.S, 7118' LAMI, (U8°HS,A9t 86 Q. GLASS, Me L.AtA4 IG;1/8°T, A 87 IH. GLASS. 13118' LAMI tG3;118'T, A INI u r u 91 L. GLASS,13MI LAM IGO/W 92 IK GUISO, 13fl 2 1 47 FRAME, I.F. HEAD ® #4071A, 806346 48 FRAME, I.F. LOW SILL #4072A, 6083 -T6 if PaW 16351 IF-11, ss complyft with dw Fk*i@a rto —1 t' `'M 1111! THICKNESS �`�p�`y•GOSE FRAME, I.F. JAMB _ . y�1 I« o5 FRAM I.F. HIGH SILL ®� #40746, 6063 -T6 f Isri, g 49 #4W3A. 6063 -T6 (USED AS RADIUS TOP MAD) _ li = W ® to 2 PAR LIST �' -. C ��'= wm� � '�� SS1O` `!• C c tlatvc c,� MEM ro r�s ta.sazra ALUM. SINGLE HUNG 1UNDOW IMPACT ; g 1 PO.89Kim a.fmm*d* m.sew A LY Mil1- , P.E prUc `M{ ' St17(JD N%aS 8 d ?? 4040 -20 O FL P.E.# 58705 2.784 1-W3 1.383 _T=O FLANGE FRAME HEAD #4W2A, 6063 -T6 O FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 9.342 7 1 �- 2784 -- FLANGE FRAME SILL (LAM f #40030, 8063 -T6 1 1 - .490 OSASH STOP #4025.6063 -T5 I 2279 —►•^� "ni - 1.707 .062 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A.6063i� -TS #4008C. -T6 3.446 i -- 2.784 --�-� 69 FLANGE FRAME SILL (HIGH) #4050A. 6063 -T6 .062 }-- 1.513 .738 .040 17 SASH STOP COVER #4053, 6063 -T5 1 or 47 ® I.F. FRAME �C2 II SEALANT OR GASKET AT HEAD AND SILL ire, SEALANT ALONG ENTIRE JOINT I.F. FRAMER 1� VIEW D-0 VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --� 3.365 .678 —T .osz '�• 41 GLAZING BEAD, 5116° #40396.6063 -T5 31 SASH SIDE RAIL #4 =, 6063 -T5 28 SASH BOTTOM RAIL(LOVV) #4007.6063 -T5 68 SASH BOTTOM RAIL (HIGH #4051A, 6063 -T5 's TECHNOLOGY MUM nos. FL 34M P.o. sqX lag HOKOMS. FL 34274 .0w � .678 1.m T GLAZING BEAD 7/16` #4222, 6063 -T6 .x.678 45 GLAZING BEAD} 7116" #9850.6063 -T5 (USED W/ GRILL KIT) .050 .678 1.0� 7.. ..1� 42 GLAZING BEAD, 5116" #4044B. 6063 -T5 (USED W/ GRILL ran .683 --L-= =m Tj" � 1 1.097 GLAZING BEAD, 13116° IG �"� #4067, 6063 -T5 EXTRUSIONS & FRAME CORNER DETAIL nw ALUM. SINGLE HUNG WINDOW. IMPACT l' 1 1 Half 1 7 d 11 1 "4040 -20 I D WELD ALONG BOSS (2) PROMYCT-REVMM n5c=qAyj*wftdwFt0fMQ fir, 11- I, 03%4. � c _ Mugu ade 1111111/ 00. to LUZ of 24dlWIP.E. ONAX-- A. 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SHHIM DETAIL A WOOD ANCHOR (SUE NOTE 2 & 3)A 114' MAX. SHIM DETAIL B TYPICAL FLANGED HEAD ANCHORAGE MK MIN. I-L 1W MAX SHIM 1/4'MAX SHIM—:; Jil v G {(�I f . m. !1j1:1w;Z1W1; BELOW MEETING IV 3.35 KSI MIN. CONCRETE ,s. r OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C .131° DIM. N x2112°M AT CORNE AND 5" C J.J. I 40107111 D Fv JR 041MII C J►..r. NOTES: . 1: FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 11C ELCO TAPCONS OR 114" SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314°. 2. FOR WOOD APPLICATIONS IN MIAMt -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 114• SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS, 4. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY }HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MIMMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 116" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD DICKS. 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 ANCHORAGE SPACING FOR TAPCONS 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 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT- 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. SECTION 2003.8:4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW mEEnNGA RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)A DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 5t11M DETAIL F, (HEAD) CHANGW 7M SMET CHAIGB TIOS st* - L .131° DIA. MIN. x 2 112' NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A 4 INTERIOR (ALL JAMS DETAILS) EXTERM lu i■ter! lii[fi(riltlfillill DETAIL G, (SILL) ANCHORAGE DETAILS .FL3 M O � MNE p.(X om isw —PACME ALUM. SINGLE HUNG WINDOW, IMPACT MMM . R_ 34274 V-%4& BaM sa.tK ar ar d Aa qNa I%= NTS 11 all 4040 -20 tttitttt X,"N•A91t • 5s705 w sm A. LY�A* MILlVA P.E. D FL P.E.# 58705 SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETASS ATKW G; SHEETS 2-3 t aa°t L00TH WIDTH FORVERTICALMMI. SEEDETALS A-DA M MEETS 23 i% II Iii 1 jSMDETALS SHEETS 23 HORzaITAL — mum Le&ITH ADDTITONAL EXAMPLES OF MULL CONFIGURATIONS• _..��r. sy TL-j T11 SINGLE MILLION SINGLE MILLION SEE DETAILS FROM FIGURE 1 ABOVE. HEIGHT OPENWIG � FOR HORIZ. 1) DETAILS SHOWN ARE FOR THE MULLION ONLY ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS E USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. AR(2HES TOSE WSORBODIORME 2) THE TYPE AND MIIBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MILLED UNITS. MULLIONS ftWFANGULAR SHADE HAVE BEEN TESTED AS " FREE - FLOATING AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MAIM CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. SEE DETAIL E, SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTTERS, MST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSiS9iLAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO.PREVENT REACTIONS. FENESTRATION PRODUCTS MAY BEOFANYTYPE 8) REREFERENCE TEST REPORTS: F L- 6443; F.LCO ULTRACON/AGGRE- GATOR•NONS; ANSNAF&PA NOS FOR WOOD CONSTRUCTION; KW ISE DESIGN MANUAL. MANWACTURED BYPGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODP, AND ARE APPROVED FOR FACT AND NoN4 SPAc f APPLICATIONS. MULLoNS ARE OtB.Y TO RE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVQNG CURiREATTAPPROVALS. lay MULLIONS ARE IN COMPLIANCE FOR USE iNI*11C HVH 7- INSTRRUCTMNS: 1) DETERMINE THE DESIGN PRESSURE RiEQUME MENT tL &Vl-} FOR THE OPENING USING THE ASCE -T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO RETERM11E E THE WIND LOADING IS - RECTANGULAEr OR . MULL---j N— WIDTH FOR VERTICAL MILI OPT wur" FCRvEKnCALd6U11. MULTIPLE MULLIONS GENERAL NOTES— 1 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO 7 E: REQUIRED 1 ELEVATE DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U18Q THE 113 STRESS INCREASE WAS NOT USED I I.L. TO 2X WOOD 2 IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WILD SCREWS. 2 VWALLATION NOTES 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 6; BEYOND THE SCOPE OF THESE MULL TO MASONRY 3 INSTRUCTIONS. t - 3A E62 1�iTtiliAlRti` 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PREP AND ANOKORSPECS 3 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHIEST 21. FOR MLILT54 E UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN OPENNG HST BAY KILL INSTALLATION-4 PRESSURE OF MULTff xLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. irm HORMWAL S) WHEN FENDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} SEE DETAIL E, SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTTERS, MST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSiS9iLAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO.PREVENT REACTIONS. FENESTRATION PRODUCTS MAY BEOFANYTYPE 8) REREFERENCE TEST REPORTS: F L- 6443; F.LCO ULTRACON/AGGRE- GATOR•NONS; ANSNAF&PA NOS FOR WOOD CONSTRUCTION; KW ISE DESIGN MANUAL. MANWACTURED BYPGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODP, AND ARE APPROVED FOR FACT AND NoN4 SPAc f APPLICATIONS. MULLoNS ARE OtB.Y TO RE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVQNG CURiREATTAPPROVALS. lay MULLIONS ARE IN COMPLIANCE FOR USE iNI*11C HVH 7- INSTRRUCTMNS: 1) DETERMINE THE DESIGN PRESSURE RiEQUME MENT tL &Vl-} FOR THE OPENING USING THE ASCE -T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO RETERM11E E THE WIND LOADING IS - RECTANGULAEr OR . MULL---j N— WIDTH FOR VERTICAL MILI OPT wur" FCRvEKnCALd6U11. MULTIPLE MULLIONS GENERAL NOTES— 1 iNSTRUCTMNS 1 ELEVATE 1 I I.L. TO 2X WOOD 2 WILL TO 1X & M1SONRY . 2 VWALLATION NOTES 2 MULL TO MASONRY 3 MILL TO STEEL STUD 3 1�iTtiliAlRti` 3 ANOKORSPECS 3 ALTERNATATE CLIPS —4 BAY KILL INSTALLATION-4 1 X 2 X.125 MULL SPECS -5 1 X 2 X 375 MIAl SPECS 8 1 X2.76 X .375 MARL SPECS-7 1 X 225 X S5 WALSPECS 8 1 x 3.1255 x ma muLL S'PECS_......9 1 X4X.M MLLESPECS ......10 1 X4X.378 MULL SPECS -11 125 X 3.188 X m5 MIRE SPECS-12 2 X 4 X.25 MIAs SPECS-13 2XSX25bMRL ^.—.14 12AX2.11 X.= MtI1I SPECS -16 3VX 325 BAY W L SPECS— 16 45'X325 BAY LKI LSPEfS -- 17 MULLION &C.IP 0611134SMIS-18-m EXAMPLES i & 2_ 21 LOADING E!u bMnES - - -- - -- 22 4) FIND THE CHOSEN MULLION'S !►UULUON CAPACITY "SfM FROM TABLES 14 THIZOUGH 13A. ON SHEETS 5 THROUGH 17 RESPECTIVELY. USING THE MULLION INPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING E THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE.t:IULUON CAPACITY MBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIRISMENT (L8S0FT5 FOR THE OPEFTvG OBTAINED IN STEW 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED tI.BS). THIS VALUE REPRESENTS THE WWDLGAD "TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST IE MET TO ATTAIN THE FULL MULLION-CAPACITY. 6) FROM THE ANCHOR CAPACITY LLB;} TABLE ON THE SAME SHEET MOUSING YOUR ACTUAL SUBSTRATE CAN ( MULTIPLE ANt2 tORISI�STRATFJANCHiOR -(RIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY TWAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY [LBS/HTj OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT rLBSJFT�} FOR THE OPENING. YOU MAY USE TM "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE Ft ATING (IM/M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY "BH T) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. R CPR Ice oY w REVISED k with gw F - WIIIITr `�� L`fNN•ATjI i _'�i�� 0� LUZ OF .` s .r a, SS101dA�;t�`° ` A. LYW tfflil .�, P.E. FL P.E.# 58705 I 4 1 � � '• '•'�4 t• S E � O w tam i� , p . .r •a p k Y a $ IA - .. ;< e �G t7i � :: '••` e a a • g '•',4itN• 111 I a E fir Rig- .,,'�,. ;'btu+ , aA '• _ �. .r• p q co ''�• ; f; M SE 0' - ' ` _ IMPACT-RESISTANT ALUMINUM TUBE MULLIONS Z : $ � �,, r �,�� m•~ r' INSTALLATION INSTRUCTIONS A • fi ~ NIA N/ 6300JR , 2 ;v � • . . •' ;�' oy too t�n,oroor o�ays m � G�NF ...... • • * N` J GAS W K 08 11 A& OW' I '� '''� / /ER t 4wo\ or. oatel FL CERT. OF AUtK# 29298 s �K �r �i > ic m rrm1 s g A g oil:...•. J 4 111 s ;u g8 , ; �•. 1 Hu ca CA sill La 1' IMPACT- E I ALUMINUM TUBE MULLIONS INSTALLATION INSTRUCTIONS B 9er�es smM., orawrg No. ShWt 8 •� /A 6300JR 3 a 2 m WNM FL 3075 tn ro�o t�rxr�aocr or+n►�' J ROSOWSKI 08/29/ 7 Aox PA FL Rev. Or. Dow. FL CE". OF A:U: 29288 ._ DETAIL F: FIELD — MODIFIED MULLION CLIP (F —C,W) SEE MIAILS A£ SIEEM 2 AM 3 FOR INSTALLATION TO SPECIRC SUBSTRATES SIDE VIEW SHOWN WIMrx4 X 12rr uuui N STANDARD MUIJJON CLIP NOD TORT FIELD CONDITIO14S. SEE TABLES 18-15 INTO WOOD. STEH. STANDARD (XIPTOBE AS CMU OR MASOPM MODIFIED IN-F1 D. 1 r � 1 1 1 ! 1 r 1 i 1 I I 1 1 I i 11 1 1 Ii rl 1 II i 1 r 1 I I 1 I EXTERIOR NOTES FOR INSTALLATioN OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126° X 2.11' X .125 MULLION. 2) SEE TABLES 18-1OB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS_ 3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G. ANGLE MULLION CLIP (ANGLE CUP) 's r � TOP VIEW rtlP.ANCHOR PERSUBSTRATE. SIEE TABLES 18418 i „ / / //,,,,,,,�� /� , r e � r r e DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) i' f 1 1 1 Tw.ANCMOR t i I FER SUBSTRATE, 1 SEE TABLES Y1B OR US 1 1 I EXTMOR t 1 r 2•XSANGLECLIP. I 2 PER MULLION END, KIST BE I I 1 INSTALLED INSIDE OF DAY MULL. Q 1 1 m NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) [NAIL G: SEE TABLES 18-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. .Rig d, 0 PRODUCEREVI.SM BmTt6'ogCo de rit5 flee Flo" G .�11t {l111� �� 't`T`� • \G1cNS'E •� " Q' • • L 705 - w, IQFLOR.• A. L U MILLER, P.E. FL P.E.# 68705 1 i I 1 I I 1 2'XS'X.IW 1 ANGLECLIP. 1 i 2 PER M UI LION EIC� I M<LSTI ERWALLED I I INSIDE OF MULL C:) L 1 b i „ / / //,,,,,,,�� /� , r e � r r e DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) i' f 1 1 1 Tw.ANCMOR t i I FER SUBSTRATE, 1 SEE TABLES Y1B OR US 1 1 I EXTMOR t 1 r 2•XSANGLECLIP. I 2 PER MULLION END, KIST BE I I 1 INSTALLED INSIDE OF DAY MULL. Q 1 1 m NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) [NAIL G: SEE TABLES 18-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. .Rig d, 0 PRODUCEREVI.SM BmTt6'ogCo de rit5 flee Flo" G .�11t {l111� �� 't`T`� • \G1cNS'E •� " Q' • • L 705 - w, IQFLOR.• A. L U MILLER, P.E. FL P.E.# 68705 WAZ WKMY :io •u�o -� repo xa•�a ``�cc�lltrii�� teca w4c 6 0 Iii MOS ��`'�c , ��Nit`j�, : W SA4W � aWS m ar00E9 d/ _� .9 - .'L°� SOU n z Q o : •s 11 8 1 1 N 1 S '1 d &a': O� 1. r � ((jjjj� T RAW o� c� a Q Q� 8 �! 4 o -� $3 � A R I j all A-11 a N�� g 4. iL4� �S > i • a cv i i i ugo •" W (�jP�JJ11 1� � � ' � • • Q] {L t44U �wnfaa w � � d}j06d@p IONOIIY .fo F R1194d4J� 8 d ii � t441i Pew as 441i o t' •f gloedep pnw � Y3 j(qq',, .. RNood� ua ►nW � F► i® �oedea�oq uY i5 � iG � ttu�all ° q � �: s ►- Ua w � s � 9 l� � t44� P4� a � k tpedep.royouy ,� ►- ,�Oedw� uat w � � ffi � A � �" � �Oid4J+ai �/ •V � � N N w � (4411 pegn w w w w s � At�4ow � � � R (44� P4alnbga (ZUI4An aR m r, a Aro4� �oyo�Y t&�� R eR�e �i 1 9 ,M�i R 4, elided w m iV v 1111�9�y tt3J/44a �i � a a .- ry c3 W •� � 3 .6 � S .G .G .5 ,6 .t s � ya6ua'I pnW w m iV v SM59 WHAny zio'1a30'td tzar yr Awcaarr CL 3NLIO.i007QMF(�3! OLO! Z p 9 ooce N � ,'•••' • r•, •• Z� �d S g o, z:S IOU SNommy sam vinNivinivI N "J. 1 3t1- ,...� z ``. r0 E • .••'1 <� X t WAD �E NO •� J 4 I I I &Jill A 1,1-111 o� A A All a A ly z Q 13 ° ®N 0 �- -� L y s LU N �z � IR y It I 4owdoo uqr" I ;Ig a all- r at • 111�J�W .��t.:. ggQQ �pgy�p FS � RJR lggi F �oadap uoll w {s411 PwM +�3loede9 �Ioi+V a i� Ft �jpypNy $ {f41) po►1�ib f0 �1 �I ��y at�adep�oyo�►� vlip � 11-4 N 1 &11 $ R `a a pi-all, �H�Ci �4aN ��► e1 bT N N N N S f i� uOlIM��II �QMoJDtj9{�{ St ��r�y�� a pp�� ,Q3 W � N .A [•.�� ^� � � O p i qN �i Q m • •�1' t7 I WWW ..e t �p IL f4 d qqII�� N � N �V N � �Bua�unw WWW ..e t �p IL f4 d qqII�� N � em VNMV •ia30 1W itot u ua tea ► ► ► ► t t t i r r r xoe m vW L 6 0 I�ISM S2 K N� '�• soft zr ae :o \\ 3Ny ' a MW AVO7OhW= OM m L bf 00£9 t/ N so ads llnw z£• x Q z x t. SNO111nvy ssru vin ld 1 S S3 �a z Z uj • ,yo J� c It —4r I I A a 1 0 a all Cq It CIL: o I all 4 1 1 N A Mi (NW p9i ao�d > HIE U. NH Y A NO s N N. a r O d? bow U 4 f0 b •f A Y C► to � czw�wu �� a► g g gg g *11 �aQo uol � a l � a dt (sa11 �i � • '� I WIN kioeWo uaun --I (OW pv4nbaW woo •� � ift A N iV iV 1 0 ad � fagU ta®uM►bo 40900 � N N ,� �� 1 1pdG o o ° °0t 0 0 y1Bue'! IInW � N N ,� TABLE 4A RAumm Capacity Table Anchor Clip PaftW Opening Width (faumdc*spaWvq mid m) orOpenhg HelghtVbr h9t wrlfellj *anr*v IIBd1om) FRied CMU ao In solo 7o in so In eo io 100 in 129 In min 1w in 1 X2J5X RsdwWAw Lmdko TaWfrdwq. L-AmB Loo t0 T��' Laeft Loadiv TrspliihanR Lco tg TmwTdw4 Looft FACW t U- Loa ft Tap/Tdwo. Lmft Raeta� LcadttD T L"A0 Recbmgtdar Loaft Tis�p/ideoq Lomft Rectergtder Lo"m VfWrdatq. Looft Re 1 -wfier Loo ft TaaWTdertp. Losd+tD AN Alum. Tube mullion 0.324' rE I-aw a' �G < 2 aC m 3 Qr'a: >:G L3 aC .Z'G D: �G Qc gG D: 3:G K "�G C ."FG C +�G ¢ �G K �G C Z'G Qme •S'O QC g E O: MIA 42 in 17&O 820 170.0 495 VQO 744 170.0 478 170.0 90 170.0 508 17&0 992 17 &O 519 170.0 1116 TMI 521 170.0 1240 17&0 521 170.0 1488 170.0 521 158.7 1820 170.0 521 138.8 1O 170.0 521 WA 48 in 170.0 708 17&0 524 17&0 850 170.0 504 170.0 992 170.0 890 17 &D 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 MA 680 12LS 1417 170.0 8W 108.3 1417 MA 880 ow an 50 825 in 170.0 747 170.0 583 17&0 896 170.0 631 IALO 1046 170.0 684 17&0 1106 17&0 723 1828 1288 170.0 747 148.3 1286 17&0 758 121.9 1286 170.0 756 104.5 1298 170.0 758 91.4 1288 170.0 758 64h 170.0 797 170.0 812 170.0 958 170.0 601 170,0 1116 MM 754 150.7 1130 170.0 809 13&9 1130 170.0 837 120A 1190 170.0 858 12W 1130 17&0 861 86.1 1130 170.0 881 75.3 1130 170.0 881 80 in IM.0 885 170.0 701 148.5 915 1623 781 12.5.5 915 144S 748 10&9 915 1323 735 97.6 815 Me 728 87.8 915 118.5 720 732 915 1 114.4 715 828 915 114.4 715 54.9 815 114.4 715 631n 151.8 890 161.9 710 128.5 830 138.9 804 IMLS 830 1?832 881 94.9 890 1122 670 60.4 850 104.6 862 759 830 99.4 856 833 890 94.5 849 562 830 941 649 47.4 890 94.1 849 min 1321 757 14&e 659 11&0 757 119.8 7W to" 824 US 757 96.1 &M 75.4 757 ae.1 808 me 757 64.2 a99 55.0 757 79.0 593 472 757 782 am 413 757 76.2 891 c J 72 in 10L7 638 108.8 552 848 638 01.0 540 727 838 90.1 530 83b SW 722 521 58S 638 06.5 514 509 .638 0-3 5@6 424 638 57.2 500 982 638 553 4W WAS 836 55.2 497 781n 88.5 WI 90.4 498 72.1 571 788 488 b71 61.4 479 S41 571 8&8 471 48.0 571 555 484 43.2 STI $16 459 38.0 571 47.0 451 90.9 SM 44A 447 271) 571 445 448 78 in 8&0 642 89.4 474 68.7 592 708 485 57.1 542 82.1 456 50.0 SU 567 449 444 542 5tO 442 4&O 542 47.5 437 33.3 542 4 9 420 210 542 4M6 425 25.0 542 4&1 423 90 In 521 407 SX7 1 381 434 407 45.4 355 372 407 SOS 348 W-5 407 35.3 343 28.9 407 321 338 26.0 407 28.6 334 2L7 407 28.1 327 18.8 407 241 322 1&3 407 23.0 319 Solo 429 1 358 441 920 35,8 358 372 314 3&7 350 324 309 2&8 358 28.8 304 29.8 358 26.1 300 215 958 240 2W 17.0 358 21.0 289 1&3 358 192 284 1081n 3&1 203 3&8 255 251 283 259 251 215 2131 225 247 188 283 199 244 16a 283 18A 240 151 2CSi 185 237 111 iA 27.8 287 28.3 242 231 267 238 238 10.9 287 2&8 295 173 267 185 231 154 287 185 228 I= in 220 229 22.9 209 Iasi 228 18 8 20.5 15 7 228 182 �2 TABLE 4B Anchor CWalc*j Table (ex) Anchor Clip PaftW Wk Canams &6Y Cant. HcOMM) FRied CMU PT Woad Aadtot 3Y15 E6eoU6taean 1I4" >ico Ubacmt 5/18" BOO Uftp =a 3ii8" 60o Neon v4' Eieo tlBtaeatt 114" SS Ebo A9oG� &W E'ko UbMW IW 88 Qoo Air 0100" S-- (G5) Al2 Steil SCMW ((� #12 8ted Sc-(G5) EdBa s r 24W r 2 -117 3.1w 1" 2-Iw r 2-Iw r 34W 2• &4r 0.6C 0.324' EtdmdMod I-aw 1314' 1.3I4" 1.1/4' r I-11r 1- w 1 -vc 1-114" 1-Iw t-Iw 2` 1-mr 144 (am mts 4) 2 Arachm Q 4.75" WAL MG. I Slstdmd cwORssl C9p M 390 Abs 390 be 450 Sts 890 On 1644 bs 27090 260 Rae 354 0x 740 Me 4E8 bs 664 On 1182 8B 326 bs 42000 560 Bts 4 Ao *Am ® 'LIV MkL CLQ I SWANd (orOdeet) COP 4w bs 700 bs MIA WA WA WA 360 I n WA WA WA MIA NIA swum 1120 Os; 4 Ane6ma @ r SSn. O.C. I W 26 Angle Ceps I M 780 bs 760 bs soft 1560 bs 1698 Bas 540 bs 589 be NIA 760 bs 938 bs 880 bs 2384 In 6521bs 840 1120 bs 2 ADdIma ® &45" MkL O.C. I U4MP. hdo US Atttm. WA WA WA WA WA WA MIA WA WA WA NIA WA MIA 716 rm IAnchW1F-Mpf:1W4 195 ba 1 195 Ibs 1 225 Us 1 445 bs 822 bs 155 Us 940 bs 177 bs 370 bs 234 bs 332 t 591 Oa: 163 bs 210 bs 280 lbs 2A 01.15 MkL O.CJ F4Rp(R8 Q4 240 On 1 36063 WA I WA WA WA 190 bs WA WA I . WA WA MA 328 bs 420 iin ow an NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 21. F5 FITIT3u f�lll FIGLAE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE S: FIGURES: O • • • TABLE NOTES. _ ►S.L�.: illTi:1��h'IiJO:Q x ANCHOR CAPS,,., ANCHOR CAP., %MULLION CAP.- -1 _ USE THIS FORMULA TO OBTAIN THE 'ANCHOR. CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIRED FOR THE OPENING. WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. iT WILL YIELD A LMINiMUM ANCHOR CAPACITY WHICH MAY LE USED TO CKIA IFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SLEET 22 FOR INFORMATION ON LOADIiG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-2x. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRLI 1 IN THE FIELD FOLLOWING DIMENSiONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMiNUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --I i 000" I-- 1" X 2.75"X .650' MULLION o� PRODUCTREVOW Bw'Idmg Coale Amgftm I-To 11,D92 L) I By lldtaD adePcOdtd `Ly1ti11llll Q� . ' y�1;E1vsF'•. �� No. 58705 �'•;, tt 3 Q�tl ' flu, Q ST ONAL �� `� A. LYNN Md!�R. P.E. FL P.E.# 58705 FIGLAE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE S: FIGURES: O • • • TABLE NOTES. _ ►S.L�.: illTi:1��h'IiJO:Q x ANCHOR CAPS,,., ANCHOR CAP., %MULLION CAP.- -1 _ USE THIS FORMULA TO OBTAIN THE 'ANCHOR. CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIRED FOR THE OPENING. WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. iT WILL YIELD A LMINiMUM ANCHOR CAPACITY WHICH MAY LE USED TO CKIA IFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SLEET 22 FOR INFORMATION ON LOADIiG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-2x. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRLI 1 IN THE FIELD FOLLOWING DIMENSiONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMiNUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --I i 000" I-- 1" X 2.75"X .650' MULLION o� PRODUCTREVOW Bw'Idmg Coale Amgftm I-To 11,D92 L) I By lldtaD adePcOdtd `Ly1ti11llll Q� . ' y�1;E1vsF'•. �� No. 58705 �'•;, tt 3 Q�tl ' flu, Q ST ONAL �� `� A. LYNN Md!�R. P.E. FL P.E.# 58705 48Z8Z W I TOKOM stm 6L Ewa w�a i 8� Ids 0 a f .��g- "••7�/�c�' ; u� anrac ,IOO1owrruu a�a� yo g x('00£9 �nMaa / N N J''. '. �'uj ; a soade I W x 9 6£ x SNOMM ME vqnNlPgniv.LNV S -10 = 7 ': o co O I a oil I A I a Ila i ti x t t�--- ---- -a x g $ N � m M WAS SA a oil v `i�Nii• • •� I I Jill, I Wo Ila A Ili 1 .8 ®� ►— o o In ; N I I - I � N w m >Q � � o lip ouv Guy ON nbeW Imo. �� • s y ° leg met O f8 w �it011t1!•j'JOyOYy � � :- � � � ab � � � a �f iS M .6 � A�laede'j W r dll0ed00 Ip►W � � �' r � � � � � � � � rfl .6 F F i� tp� QQr n! M1W 81 � � � r � r 0 /) K r i• r py� �V(' qy�� V' yq� w w � ��F�33 kIC6SiB•ii IOW � sw2 � � e� t� 1+ � F F t' � N Flloe�9 pw d o h. ty aq HI w'J �,411p►W � r � � r w r • � M1 A Q � A $ AloadwJ W,iIUnW iQ41) Pe+�boa 400e0 x{ttatly J � W �tll`�*a V � ,� ►- �oyaep �dIIPW R C � R � � � � w � $ i� � c�auu I�N!Ibea � �llaede•J +�qU�W Isis r w ?S �iv� ibb off w t+1 w PA w d � N aa� S 5 Ji .G ai ,R si .0 .G p r w ?S �iv� ibb off w t+1 w PA w d � N aa� lum U ► w.,.• •. tip; °Z°s ZZ mo aroose d/N VIN �; • _.. b"J dS ,nw cm, x jr x 6 = '2 S a8 S S '� ' M N '� 5 CL �i NO minbow a� 00p� 3 InboW a� s ►= AladJ` � neyw Q R �<$ 0-N IR IBM �� .R.< O F � g= � .� .Y� � e � $ }�3 � � .y • u nw i N � +� .� ; � �� ,� • o e Ia i� gg• b 3 la N `- • • • O � • O o N • O • • �N �'•• • t � � • • � o2 4peft Tim U ("D bow a oJ u0W a IWO =twvAlowso Ujum Ala Is a A d R 0 Sl w I R A 0 0 Wo apa o O O co O O G O a I 1 0 0 a 0 • o 0 04odep Uorw iR .2 JIM o O LL— a: • O � TABLE 7A Muftn Capacity Table Anchw � PBftm Opening iIN>hiM &r ve16cak4panrkV nuE ns) or Opening Height (for hoftnb ly spmft muEoos) sw ow 50 in 60 10 70 in So In 90 h 100 h h 140 h 160 In 1 x 4 x 375 Rehr tomes T=pWwm. L-Aft Redd Leo TapfTdmma. La v Redanwlar >oacft Tmplldaa0. 1-68610 R-ftno dm Loaft Tmoldwg. Loafto R-W*Ldw Looft T- #Math. Louse Rem Louft TaWdagg- f o Ano R- a nd- Lan4kv TiWTdaql. Loafing ftetwVular TgWtdwq;. ! oaft fb 60r Rwrdmig- >-dao Ailul. Tube Mullion 0.54' er Embedment 1:114' l-w 1-314• 1- /w r 14W 1-114' 1114" 1- 114' 1-1w 1-!!4' T 1318' 1.318' (s00 0010 2Anch= C 4jr Nin O.G 1 tup (Fig. l or 390 bs 390bs <%,20 8901bs g <8 354 bs . 740 9u 468 bs 064110 1182 bs 328 bs 42011s 560 bs s o[ 7001101 4210 1TOA 620 170.0 4355 170.0 744 1740 478 170.0 668 1740 508 MA ON MA 519 IMO 1118 170.0 521 IMO 1240 170.0 621 170.0 1488 1701 521 IMA 1735 170.0 521 170.0 1883 970.0 521 708 ft 48 in TM.0 708 170.0 524 =A 850 170.0 684 170.0 882 170.0 830 170.0 IlM 170A 861 170.0 1275 170.0 877 170.0 1417 170.0 � 170.0 1700 170A 880 710.0 190 170.0 880 157.8 2024 170.0 860 WA 50-M in 170.0 747 170.0 565 170.0 896 1740 631 170.0 1018 170.0 684 INA 1195 TM 723 'ROD 1345 118 O 747 170..0 1494 MO 758 17LO 1793 170.0 TSB 156.0 1919 17x0 758 136.5 1919 170.0 738 5410 170.0 797 1740 612 170.0 958 170.0 691 MA 1118 170.0 754 170.0 1275 170.0 80:3 170.0 1434 170.0 837 170.0 1584 1760 869 159.8 1799 170A 869 137.1 1799 1780 WI 1201 1798 970.0 BW 6010 170A 885 1740 701 1740 1063 170.0 787 1740 1240 1700 WS 170.0 1417 1740 944 V&0 1694 9700 ON 155.5 "IS 170.0 10333 148.S 1619 170A 100 1110 1819 1740 1.08;3 87.2 1819' 170.0 I= 83 In 170.0 930 1740 746 1740 1118 170.0 950 170.0 1307 970.0 840 1700 1488 =A 1015 IM7 1542 170.0 1W8 141.0 1542 MA 1922 117.5 1542 168.5 1158 1047 150 167.8 1957 88.1 1542 187.9 1157 m 88 in 72 b 1701 1780 974 1063 170.0 1740 789 678 170.0 IM A 1169 1275 MO 170.0 803 1009 170.0 150 - 1384 1320 1740 188.2 100¢ 1101 180.8 132.0 1472 1320 -17 A 149.9 1088 1082 10-9 117.3 1472 1320 186.8 137.8 1148 INS 128.6 1058 1472 137.0 168.8 121L6 1130 1049 107.1 861 -1472 1329 147.8 117.0 1106 1024 91.8 76A 1472 1= 148.0 1128 1104 1013 803 WA 1472 1320 148.0 112.5 1104 1012 j 76 In 170.0 1122 9740 8W 148.8 1184 150-4 1013 128.2 1184 139.8 990 9722 1184 125.7 978 86.7 1184 115.3 964 898 1184 107.6 952 748 1184 97A OWN 64.1 1184 93.1 827 56.1 1184 92.3 90 .� 781a 188.1 1124 1780 987 130.4 1124 147.0 965 118.8 1124 126.8 947 10349 1124 115.8 931 82.3 1124 10" 808 830 1124 SU 908 682 1124 89A 890 S93 1114 84.3 88l 51.8 1124 832 878 90 in 108.1 844 1 115 760 981 844 94.3 730 77.2 844 821 724 S78 844 733 712 S41 844 88.5 702 541 844 81.4 683 451 894 542 WS 360 844 640 886 338 844 47.7 682 88 b 89 7 742 SLS 883 74 2 742 77 2 551 53 8 742 072 841 657 742 �5 831 49 5 742 54 ! 822 44.5 742 498 614 371 742 43 5 800 518 742 398 9590 27 8 742 �5 594 10810* 82.e US 83.8 530 52.1 506 53,8 44.7 686 48.6 513 98.1 09 4L4 605 34.8 US 37.3 08 686 34.2 482 26.1 596 29.6 481 223 SW =A 0.'Z 18.5 SW 24.7 40 11l b 57.8 WS 638 503 48.0 555 49.5 M426 41.2 555 42.9 469 360 655 381 489 320 60 34.2 131-3 473 28J 60 31.3 467 241 555 27.1 457 20A 556 24.3 440 130 50 224 442 120 In 45 8 475 48.4 433 380 47S 391 32.6 473 330 420 28.5 475 298 414 253 473 26.8 408 228 475 245 404 181 473 2L4 395 16.5 476 10.7 987 14.3 475 17.2 381 144 in 26.4 330 28.7 305 22.0 330 224 18.8 330 19.3 1 297 16.6 330 171 283 TABLE 7B AnchwC"m* TabIe (bs) Anchw � PBftm i 27k corclaw && Cont. Ham cm sw ow ff vwod 0. e[e#ei A+adwr T 911 Elco l8treoon 114' Bco UONrecau 6HG f9c0 t hmm 3118' Boo lJfh9oa0 114' Hco 1s>tr�on 114' ss so &W Hco Ufv - w SS mo 510 Stx W (" *mow Scww M 112 aw Sa- M Edp Mdnw r Mil r 2-Vr 34W 1 2-1w r 2-111' 7 3-18' r 44r 0.54' 0.324' Embedment 1:114' l-w 1-314• 1- /w r 14W 1-114' 1114" 1- 114' 1-1w 1-!!4' T 1318' 1.318' (s00 0010 2Anch= C 4jr Nin O.G 1 tup (Fig. l or 390 bs 390bs 4m ft 8901bs 1844 bs 270 bs 280108 354 bs . 740 9u 468 bs 064110 1182 bs 328 bs 42011s 560 bs 4 Anchas IR 225 WIL Or- t NWAW CUP (Rp 700 o, 7001101 680 ft 141090 952 ft WA swim NU1 630 bs INA man WA GU NN 84080 11=936 8 Anabm 0 1.15 !150.001 Sirdad CIp (Rg ow 1b. "Me. WA 1Vf7t WA 141.0 780 on WA WA WA WA WA 1304110 lW Poe 2240Ibs 4 Anchaa Q 7-WL MC- 1(2)USAn& CIps (F% 780 f s 780 bs SW bs IM in 3288 fia 510 bs 580 bs 708 ft 1480 bs we um 2384 fbs 05290 840bs 11XIbs 6 Anch= t r SM 0-Q t M 2X5 Angie COPS (Re 1170 ft 1170 m0 102.0 be 2340 bs 2844 bs 810 be 840 bs WA 11408a '1404 ibs ;WA! 128816s 16so 4Andnas 0 445 � 00 t � W 1W AWL (Hg WA WA WA WA WA WA INA WA NYA WA WA WA WA 9432 bs .2 Aedm C 2.25.1070 O.C.I Fop (Fo 350 bs 350 bs 290 fia- 705 fbs 4752. WA 280 bs i8A 315 bs Otbs 440 bs 0109 926 ba 420 bs 560109 4And+ow 4@ 1.911 ift 0-Q 7 FCUp l� 480 bs 7000a WA WA I WA I WA 380 bS 181 WA WA WA WA 852 ilu 810Fbs 112.0 l6s NOTE: FOR THE OFFSET Cam, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CJP. Fk -3URE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 0. i •• i p 0 0• 0. 00 • O 0 0. 0 0 0 O• i •• 0 0 • • FIGURE 8: FIGURE 9: E 0E O • Flo • FIGURE 5: FIGURE 6: FIGURE T ANGLE CLiP (FIGURES 5&6) MUST BE USED IN PAiRS. ANCHOR CAPACITY ADJUSTI VENT FOR1dtL.A: (DP,m)X (='- = ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RECURED'CORRESPONDING TO AN ACTUAL PRESSURE RECKJN03WENT FOR THE OPENWG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. iT WILL YIELD A MIN111IUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE 1) SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL. STEEL TO BE AT LEAST .125" THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --i 1.00(• I-- VX4'X.375°MULLION 0- oZ` IU11f1IIll.," GEN 58705 "� S-0 • +� LIJ TE �' FLORID ••' �`` S10NAL A LYNN U ER, P.E. FL P.E.# 58705 sew �•�unv �a•iaaa � ��rr riroranr moo us 4H UPC �, ,� �• 6 /6 /80 I�SMO >:J r �� '�, ... tii`cj L4 anwa aooTa�at ococ Z P z 6 aroo£8 / !: .� •�'� ae b .R -nnvy O • x 99 ve x gz' M n RUM 11YANIpyniviRvi winao M . � :� 0 CL 1,0. o� gg XV PW NO oW� F-y� t�0 $ 1"i LL LL �.4 t WOW y 0o MOO *Oft#: z 9u� k-7 H y ¢�1� I EV a I a all W" I N M T v�G3�3.�d all Sig 44"Sufto mow • a • �d O O � .. 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N � N � k J • i'i • N • • V+1 • • �i C b v N 0 9�H zi 8 o PoM N —At =+ -P gm W MAR�v rro��d Eq i -Oc f� �6 0 m �^ Z ti � At 41 rn A N 9 r J 5 ;Y W m S v S X94 N SIR S IT v I's v A q 9 g W N 0 f�f�h 9 0 gag U A�d�obY "~ 1" re o ) pp�� t5 ffi Si i3 X ffi ~a Vi o� i3 Anchor Capacity R04wmd Qbs) fa g � M2) by � � � 3 19 w iS '� g °g tff $ Roc lylrad u tI) Mu1(bn Cepeottyr X 8 T 9 fir Re � J r J rill h Rig ,Q H4 1 a�p J �Wa"t mdd p ) {� �rl imu"00"a" gA d MuU Length 9 Ir J 5 ;Y W m S v S S N SIR S IT v I's v A q 9 g W N U A�d�obY "~ 1" re o ) pp�� t5 ffi Si i3 X ffi ~a Vi o� i3 Anchor Capacity R04wmd Qbs) fa g � M2) by � � � 3 19 i5 iS '� g °g tff $ Roc lylrad u tI) Mu1(bn Cepeottyr X 8 T 8 Re � Obs) Y Q ) ,Q R eq� �Wa"t mdd p ) {� imu"00"a" ty a At R W CVD* had p I�lsIIIM)C►tYs R t3 R ny n) .± �pp+N(a ,p{ry� ypo mu* Cem'y � +� � Nit Ig1- Ill jRlredcRr 13 Ig Cow MuilbnCRy owm -_4 # Q 9 �+ J R (Ib lbn Q i ny capacity 8 Cf iS �S 15 Se I S Anclo RegbUad Capacity pbs) R �a �Y Q ) I 1p I I I I t a I OBI °'Y w •i � 73 � � � � � t3 � Rogilhad Q ) M01611 Capacity .4 gg Anotlot CapsoRy N So �. $ b► Qbelha)Cti J p 3 VI '� ( +� /► �yJy Arn.O..l. wW.•'y MUD" Capacity p Md� kN MOM Cape* HY RRwmfred (ft) i5 ale 3 II R"uhW 01o) T0�7D TMX nea ;tagg xoa 6 NSZ 80 &W AW70M= oowcco ao Asa OS f �, �� ,.•,,.... , s n N wir. Soad llnW A 8 4 SN -A 01 w.eeru wnN wn-Id 1 I - ,goy• 5 �,� � o 'Noofto %Ouv ° (ZWW �} tF .S Rill a i I W 1 P �� p+bvU co in oil Cb tau P ai d Ass a Q " � N — U g� •Qmj' P Pte• �' �' let I fill F >, W � (� s :� W tv Yom• � m ��•� ��d umipw >� tee LU • W tom. ••. � CI O • NJ All I a- -I �ggg{ N i c�a� a�to+wa OW; 1111 `aadp �oyauy � S R � � a6 IS � � i3 H • � � Pl P +11toYday Otl`{ R � .= � : � � Pb i� � 8 iti rl• at 1� P 4' kloede0 atmw � � P � .� h � � � � � G cqp ��33 aJ � tzu�se, J o o q e r�$ Ay1`oods� �a �t1108dW� YO � '� Y• � P � w Y �7 it �V tZilhQll ��°ti � v1 0 0 o r. ry w r r. R310�� 1odr1 ua4i�w R � � � � � � � � � � � .ry"► � � fi all � �.�elY ep� gar sat Vi P � ► HlaedaJ uollplW � � � F � P � x � � � �. � 1� 1� ail (�9 �V � � � � 8i �� IUnW P �QQ P � P • � � � � � Q� ii � � {� y}Buel pn(M -y tow t-- 125' 125' V X 2" X .125 MULIJCNd 606:1 -T6 ALUM - XSECTION IE 1 i:1 1.11 1" X 2" X.375 MULLION 8063 -T8 ALMU X- SECTION i L:x r-.125" 5.500" CUT HERETO .375' .375' 3125' ` _ CREATE F -CLIP. SEE MK MIN. VEML F. SHEET 4 1.15" r A MIL. O.C. - 0.312, STANDARD CLIP 8063 -76 ALUM- -1 1.000' I-.-- 1"X 275 X .3751fA<A UON 8063 -T6 ALUM. XSECTION ti 1 % • -1 1mv I-- 12T r 1"X 2.75'X .850' LAR110N 6063•T6 AWM- X- SEcn0N 1;1'1 i j-j �� 11 2X5 ANGLE CLIP 6063 -T6 ALFA. X- SECTION 125" 5. .338" 14WL. ' T-f .375° t1AdV. U-CLIP 6063 -76 ALUM. A I E usr=D FOR ALL r x 2 AND -jr- 1" X 2.75 MIAJJONS SHEETS" 0.312 0.225 TYP. TOPVIEW 3.00V MIN. 2X5 ANGLE CLIP 8063- T6ALUM. TOPVIEw f I TOPVPw .33' Mw. U-C-IP TABLE B QUa3- T6AWM- 1 "X3.125'XJW 5.540"- X75• MULL ULL ONLY. SHEETS 375- MIN. Nii T OPVi MML t O G � � �0.312 7 .338° M(N. I B U-CLIP 8083 -T6 ALUM. t25X3.188'X.2W I D A MULL ONLY SHEET 12 TOPVLEw M / i !i e Rum Dimension (street#) - PGT Part 1# Mullion Sid. Clap Offset Clip U-01p Angie Clip 1- XT X.125- (5) 86805 656113M 6661118M 666243M 666511M V Xr X.375` (6) 66WW W6114M 6861'119M 666244M 666512M 1" X275 XZlW (7) 66607 6MI15M. 6661120M 666245M 668513M 1- X275. X.65" (8) 66608 686116M 6661121M 866246M SM14M V X 3.125" X .500' (9) 66637M 66611 i6M 6wi 114M 666242M 666b15M 126'X 3-'188" X 265 (12) 86641M 6MI 17M 6661113M 66241M 666516M 12r X 211" X.125' (15) 693.70 NIA NIA WA 86Gi17M C E NOTES: OFFSET C LIP .125" I 6063 -T6 AWIb 1) ALL MUWON CLIPS MAY BE FACTORY MACHINED AND CONTAIN MUSED HOLES. IF NEEDED, TOPV�VY HOLES MAY BE DRII.1 Fn IN THE FIELD FOLLOWING DIMENSIONS GNEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A 1-1266"-1 r • 4.1.: ^f •ii:• Dimension valtw (in) For MuMon: A 1.625 rxrx -'!25" Akunburn Tube MuMm - B 2A54 c 0.895 D 0.740 E .450 Min. A 1.125 r X2 X.375" Ake Tube Mullion B 2404 c cim O 0.490 E a 45D A 1.875 1" X2.75"° X .375 Akunkm Tube M B 3-W c 0-757 D 1118 E '450 WWL A 1.312 rx2.76x '� Aturnkmn Tube Mt rl B .� a476 IS O 0-M E .450 Min. A 2000 1" X 3-125" X -SOU" Alum Tube Mtn B 2837 c a863 D 1.137 E .450 Mtn. A 262,5 1.25 X3.1 !" X 26"3 Aitun Tube Mug B 3.2$2 c 0.862 D 1.762 E _450 Mm- A 1AH3 I.W X2.11" '.121" Alum Tube Mug `v1 I-* P, �r No. 58705 -7--a�: tt 3�t STA OF SS /4NAl- A. LYNN AAILL�R, P.E- FL P.E.# 58705 -1 1.000' [-- --j 1 m' r--- I i i ', ga. K4 125' — Wm .375' 1'X4-X.375 T MUU10N 6063 -TO ALUM. XSECTHM i I� I, I, r. 125' 1 STANDARD CLIP 6063 -TS ALUM. X- SECTION NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063 -76 ALIUK TOP'VEW 1 f 1 :a •K F .nr MNV_ U-CUP SOS3 -76 ALUM. USED FOR ALL 1' X 4- AR& DNS. MEETS 10 & 11 Tol'VIEW TABLE C TABLE D ---i F- -.125' 2000" 2X5 ANGLE CLIP 61163 -76 ALUM.. XSEcnoN 5 000 - MW. O fd.31r _mil 271 °MKOC 0 0 &W mic O.C. (1- X 4' MULLS) 2X5 ANGLE CLIP 6083 -70 ALW L TOPHEW Dimension Vahm On) 5.500' F F�:: 3.125' --- « j _ CRE FCLP. SEE MIN. G 1.000 j DETALF,StEET4 2680 F 3.187 1'X4° X.375" Awn T ubs Mullion t 0.757 H 2.430 F 2.813 JE Bay Mull F 2875 145-pay Mull WA 6665110M 45 Degree (17) 66650 O.C. WA WA 6MI11M t 2.875' - - - - r F o o t o STANDARD CLIP X76 AtL4L TOPVIEW .375' — 5.500" MIN. .375' 1.15' MW. I �fd.312' O.G. 2.250' r SAT H 0 0 o NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063 -76 ALIUK TOP'VEW 1 f 1 :a •K F .nr MNV_ U-CUP SOS3 -76 ALUM. USED FOR ALL 1' X 4- AR& DNS. MEETS 10 & 11 Tol'VIEW TABLE C TABLE D ---i F- -.125' 2000" 2X5 ANGLE CLIP 61163 -76 ALUM.. XSEcnoN 5 000 - MW. O fd.31r _mil 271 °MKOC 0 0 &W mic O.C. (1- X 4' MULLS) 2X5 ANGLE CLIP 6083 -70 ALW L TOPHEW Dimension Vahm On) For Mulfio= F 3987 1- X 4' X.125" Alter Tube Mullm G 1.000 H 2680 F 3.187 1'X4° X.375" Awn T ubs Mullion G 0.757 H 2.430 F 2.813 JE Bay Mull F 2875 145-pay Mull Muq IXmensiotn (dwets) PGT Part# Likillion Sid. Clip Offset Clip U-Clip Angle Clip V X4" X.125' (10) 69364 666111M 6661122M 666241M 666518M 1- X4' X.375- (11) 66610 665112M 6661123M 668242M BW5191A 30 Degree (16) 68849 NIA WA WA 6665110M 45 Degree (17) 66650 WA WA WA 6MI11M u ms aomplyft vdm dw Flotids Boaft coft . .✓.il l . lillllttti/ iYNN * No 58TO �� •- I.. NAX- A LYI�frIIN'LLk'F�, %PI,F%- FL P_E.# 58705 TABLE E Mau Dimension (sheet N) PGT Part # Mullion SUL (Sip U-01p Angie pip r X4° X.25° (13) 66802 866281M 68G271M 6665112M r X 6' X .W (14) 66804 666262M 688272M 6WI 13M • � f• �-i� 's io�� s' ?. /3333 / /ii /I 1 1 STANDARD CLIP a083-T6 ALUM. X- SECTION I � - - - -- -- - - -�-- .325'.. 2) SEE WiEETS 2-4 FOR GENERAL INSTALLATION 5.500" METHODS. 3,5p0• CFWATE F CLIP. ,375' i 1 _ SEE DEFA>L F. MIN. SHEEr4 1 1.715' 4-0b(r MIN. O.C• — rx4' x 2S' 0.312' MULLION l 6063 -T6 ALUM• xSEC MN 0 L_ � C•)M - -2.0Mr---j rx6`x•2r MULLION 6063 -76 ALUM. x- SECTION STM'DARQ CUP 6063 -76 ALUM. TOPVIEW 5.500' CUTHERETO _375• 3' f CREATE F41JP. LAARN _ DUAL F. I SHEET 4 MIN. STANDARD CLIP 6063 -T6 ALULC TOP VIBN I I i i I I i i I / i I � � 1 S U-CLIP WT6 ALUM. (-SECTION —.375" 438" N. O.C. U-CLIP 6063 -T6 AURA. USED K R r X4- MULLION. SHEET 13 TOPVEW .637' MIN_ O.C. U-CLIP 6053 -T6 ALUM. USED FOR rX6- MULLION, SHEET 14 TOPVIEW ---D f —125° 2X5 ANGLE CUP 8083 -T6 ALUM. X SECTION 125' 5.000" 3.000" MIN. O.C. ,375 MRS. CJ 8.31r &43Ri .375 Oif MK 2x5 ANGLE CLIP 6083 -T6AWK TOPVIEW r soon --I 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW O 4 LIM 4,�� = 110.58705 .-ti ' ii oil ' / /fit ANAL to,. LYMV i+rilii'rt, PE- FL RES 55705 GENERAL NOTES: SERIES 7201820 IMPACT- RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR 94SULA31ED GLASS INSTALLATIONS ABOVE 34 IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MUM -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I- 12'THICKARE TO BE CONSIDERED 1X INSTALLATIONS. lX WOOD SUCKS ARE OPTIONAL. IF UNIT IS INSTALLED DUMMY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1- VY THICK OR GREATER. IX AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOAD TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JONNT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 6) MAX. UM SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASF ON STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300-09. B. POSITIVE DESIGN LOADS BASED ONWATER TEST PRESSURE. STRUCTURAUCYCLE TEST Pte, FRAME ANALYSIS AND GLASS PER ASTM E13W -M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ENDING TO THE REQUIRED DESIGN PRESSURE. THE 33 -1/3%a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE 1:6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR COON RESISTANCE 9) REFERENCES: TEST REPORTS FTL =. 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSLIAF&PA NOS FOR WOOD OONSTRUC71ON - (2005) AND ADM ALUMINUM DESIGN MANUAL -(20 4 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO B£ REFERRED AS THE 701 SERIES. A 12' MAX O.C. 6' T MAX 48' TIP- TO-TIP WIDTH 47• BUCK WIDTH _ 44 -114- VISIBLE LIGHT WIDTH r t—B. SHEET MAX. T A �. C - - -- SHEETB HEIGHT 92-11,r / VISIBLE 12' MAX LIGHT O.C. f HEIGHT 1 96' 1 T Tip -.I--B —+•-i F-- 12' MAX D.C. SHEET 6 TYP. FLANGED FRAME ELEVATION {TESTED UNIT) GUIDE TO SHEETS. GENERAL NOTES 1 ELEVATIONS 1 (LAZING DETAILS 2-0 DESIGN 2-6 INSTALLATION. FLANGE.— 6 INSTALLATION, EQUAL.- LEG. —. 7 INSTALLATION. INT. FIN A.... -...8 INSTALLATION. INT. FIN B.____9 CORNER ASSEMBLY 10 EXTRUSION 10 PARTS LIST 10 k t_1:11 :90 I DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE WACT RESISTANCE 48' BUCK WIDTH 46-V4' VISIBLE LIGHT WIDTH D. SHEET 7 ` i W MAX. 1 C E, SHEET 8 i SHEET G. SHEETS Mac 96' - - -- - -- ' / 93-V4' VISIBLE W MAX i LIGHT O.C. HEIGHT T- 4T BUCKIMDTH 45-IIC VISIBLE LIGHT WIDTH ,.-F. SHEET 8 2' MAX. K SHEET 9 I- SHEET 8 / 9SB VISIBLE LIGHT / HEIGHT or BUCK HEIGHT F. SHEET 8 MAX L 1 { �-• — 12- MAX. O.C. 2' X H. SHEET 9 �— 5' MAX O.C. TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) 'TESTED UNIT) FIGURE 1: 12' O.C. /� MAX 12'OC. / MAX. t s� MAX Type Sheet 8 1 7116" Lama (3116' An -.OW PVB - 3fir HS ) 2 2 7716` Lam! OW HS - MT PVB - 3fi6- HS 2 3 I-- VWLamLIG 16- T- T /16` Air - 3flWAn-.09V PVB - 3f16' HS) 3 4 1- VWLamLIG(3/16'T- 7116 - Air- 3116'HS- MW PVB - 3f16 - HS) 3 S 7115- Lama 16' An -.090' SG - 3116- PA 4 6 711W Lana 16' HS -.09(r SG - 3116" HS 4 7 1 -1116- Lana. IG i5' T -7116` Air- 3116- An - -09V SG -3116' An 5 8 1- VW LsmLIG 16- T- 711W Air- 3flrHS- .09VSG -3f15' 5 "W = `DUPONT® SENTRYGLAS INTEM AYER" BY El DUPONT DENEMOURS & CO.. INC. SHAPES AS SHOWN BELOW OR SMOLA .. MAYBE USED BY INSCRIBING THE SHAPE IN A 13LOC K AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-0. ANCHOR SPACING TO BE 6- MAX FROM CORNERS AND 12.00. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1. THIS SHEET. WIDTH WIDTH i I"" WIDTH --I 1--WIDTH--H Imo- WIDTH Tr I I � (— D—,Jl 1 I I ;� 1 �' i = x I I iiI I 1.L— —J (- -WIDTH }-.— WIDTH ---j }r- WIDTH F-- WIDTH -� ��- -- - --1 - -� �r --1 i r CD �11 . }+- -WIDTH i )"- WIDTH I+- WIDTH -i }+- WIDTH +I T If w1 �rru 1 W i1 I I 'v 04 a m vy Ceti �c = too. 58705 ;'O ' � '� 1 I� •1t�LJ�+ rim � �'•.. FLORiflQ =•' `�?`� A LYNN MILLM P.E. P E.$58705 a co 2 0 >- N o a 0) o C9 Lid Nj LL °o m Z 79 vrouQ � = LLI �V Lu oZ O7 mY w 1 © �v a p P-> 0p .4 Z Z °z D:z Q LL LU e- LLI , I TS Z p Z O Z_ Z 4 IL � � � X w Q� LL t9 vy Ceti �c = too. 58705 ;'O ' � '� 1 I� •1t�LJ�+ rim � �'•.. FLORiflQ =•' `�?`� A LYNN MILLM P.E. P E.$58705 TABLE 2-- 7116- LAMINATED GLASS STACK 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 117/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT i- FROM THE TIP-70-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHI TECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE wmcti THE OVERALL DIMENSIONS COMPLETELY FIT wmN. TABLE 3: Window Design Pressure ( +F, psf) for Glass Type 1 Long Ode go) 67-7/8 1 72 76 80 84 88 92 96 100 104 109 -112 N 30 +1-80 1 +1.80 +1-80 +1430 + 1-80 +1-80 +1-80 +1.80 +/-80 +1.80 +1.80 32 +1410 +1481 +1480 + /SO +ISO +1-80 +1-80 +1-80 +140 +1-80 +I.80 o 34 +1.80 +1410 +1-80 +1-80 +/SO +/430 +1-80 +1-80 4-80 +179.8 +1-79.4 g Q 36 +1-80 41.80 +/.80 +1-80 +150 +1430 +1-79.7 +1772 +175.1 +1 -73.4 +1-722 38 +l-m +1430 +1-80 +1-60 +ISO +17 &1 +1- 752 44-72-6 +170.3 +158.5 +1-68.3 40 +1-60 x1-80 +1460 1 +1-79-8 +1 -77.2 +174.3 i +1-71.3 N•67.9 +1415.1 +1463.4 +1-61.8 X 42 +1430 +1-80 +1-80 +1-77.4 +174.3 +171.3 +1 -68.2 +1464.7 +1-61.6 +1-59.8 +1-8.2 44 +1-80 +1-80 +1- -78.9 +1 -75.4 +1 -72.1 +14.9 +1.85.6 +1.62,2 +139.7 + 157.5 46 +1.80 41-60 +177.2 +1 -73.6 +1 -70.1 +I -66.8 +1 -63.5 +/-%3 +137.7 Lv 48 +1.80 +1- 79.3 +175.6 +1712 +1 -88.3 +1-64.9 +1461.5 +158.2 d 50 +180 +1 -77.5 +174.1 +1 -70.3 + /416.7 +m.1 +/59.7 52 *1-711 +1 -756 *1724 +1466.8 I + /-85.i +1-61.5 07 54 +147.4 +173.8 +1-70.5 +1-67.3 +1 -63.5 56 +1-75.8 +1-72 +1-68.6 +1-65.3 58 +1-74.2 +1-70.3 +1-66.8 - 60 +1- -727 +I.M7 +1465 62 +1- -71.2 +1-67.1 64 +/-%7 +/-65.5 66 +146.3 67718 +1467 7116- LAMINATED GLASS STACK 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 117/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT i- FROM THE TIP-70-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHI TECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE wmcti THE OVERALL DIMENSIONS COMPLETELY FIT wmN. TABLE 3: M GLASS TYPE i PV8 WTERUIYER HEAT STRENGTHENED GLASS 5J8- GLASS BTfE }-•- LONG SIDE SHORT SIDE J- 1: ' -- LONG SIDE --► SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -v1s• NOM. - GLASS STACK 7116' LAMINATED GLASS STACK 3118" HEAT _ } SHORT 3118- TEMPERED GLASS STRENGTHENED GLASS -�"1 SIDE NOTES- 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVA3LABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT W!VMN. U -4 i i •� c f 11 PROPUCTRENEWED as aanplylnS vA4h tba F1ad& P"M0006 0� tou Dade pmdud cmt- b N 0 ? Window Design Pressure ( +F, psf) for Glass Type 3 Low a& (i} 67718 1 72 76 8o 84 88 92 98 100 104 109412 N 30 +m f 41410 +1430 +1.80 + 1-60 +1430 +1430 +1.80 +1430 +1430 +180 32 +1.80 +1.80 +1-80 +bw +ISO +1430 +1430 +1-80 +1.80 +1-80 +1-80 o 34 +1-80 0430 +1.80 +1-W + 1S0 + 1-60 +1-80 +T� +180 +1_80 +180 g Q 36 +1-80 41430 +1.80 +1-80 +ISO +1460 +180 +180 +1-8D +1-80 +1-80 38 +1430 0-80 +1-6D +AW +150 +1430 +1430 +1.80 +179.4 +17&4 +1-74.3 40 +1-80 +/430 +1-W +146 0S0 0-80 0430 +1 - -7 6.7 +143.5 +1705 41-69 X 42 +1-80 +ISO +1m +1.80 +1S0 0.80 +1-77 +1 -73.1 +1498 +1.6&9 0-652 44 +1-80 +1430 +1480 +1-80 +140 +147.8 +1- -74.1 +1-70.3 +1.67.5 +1.63.9 46 +1-80 +180 +180 +140 +1 -792 +1754 +171.7 +1468.1 +145.1 2 48 +1-80 +146 046 0-80 +1- -772 +1733 +169.5 04WL8 50 +1-80 +1-80 +1-60 +179.4 +1 -75.3 +17t3 +i -67.5 52 +1-80 +1.80 +180 +177.7 +173.5 +1-69.5 07 54 +1-80 0.80 +179.6 4176 +1- -71.8 56 +/46O 1 41-W +177.5 +1 -73.8 58 +1.80 +1-79.4 075.4 - 1 60 0-80 +1-77.6 +1- -73.5 0758 E+1-80 +1-7&8 +1-T4 +1-77.2 +1 74.9 M GLASS TYPE i PV8 WTERUIYER HEAT STRENGTHENED GLASS 5J8- GLASS BTfE }-•- LONG SIDE SHORT SIDE J- 1: ' -- LONG SIDE --► SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -v1s• NOM. - GLASS STACK 7116' LAMINATED GLASS STACK 3118" HEAT _ } SHORT 3118- TEMPERED GLASS STRENGTHENED GLASS -�"1 SIDE NOTES- 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVA3LABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT W!VMN. U -4 i i •� c f 11 PROPUCTRENEWED as aanplylnS vA4h tba F1ad& P"M0006 0� tou Dade pmdud cmt- b N 0 ? Y r 0 O at�a N C4 0 ' o 0-1 Z U. N J US IL p to .Z �$ "r C, = LL r � Ili 50 XLo o O Lu Z m0 p aw o c � O p r .- zaz� � to g Q -3 in h LL 0 N P-6 L3Lu Z c Z a z in a aims NN !` z 6X66 X w as LL o 8A1a11 LYIVN 4�i�� Q�'`' •• yWCENSF • :�'p �: ' No. 58705 ' 0 STATE F Oml '�,,SS��NAL'E� ��• A. LYNN MILLER, P.E. P" mms VI VJ 1& u u 1 xv J A C r v� N r I I I +1 u 7; 1 1 F? J f� 0 O ^G rn 0� gg Ira fzd �o gig m� 7 O K Rev Rev 2 Rev 1 �i A shod Side. (in) "r •`�V �A�I� p NOKOMIS, FL 34274 CERT. of AUTH. #2M OD IA�� FIXED WINDOW INSTALLATION GUIDELINES lgi 4/12113 �OD DESIGN PRESSURE TABLES 2 OIANQ�CA J ROSOWSKI P'720 NTS A�O 1111 MD -720 -820.1 a `�. 'L •4. ti` s •i'Fw �` ti ti V ti ti� v 1 1 1 qjq O g {gig GVVV�PV�V Lg�y Sip L$� gtLl. iigj�,,,, yg�y 8-i T L®®L yyLLgg Lg yggy gL �yq yg � �~ ggLL Lg BLS yWWy + NNNN O "1 W N RD A Rev Rev 2 Rev 1 �i A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 ® NOKOMIS, FL 34274 CERT. of AUTH. #2M (941)- 480 -1600 FIXED WINDOW INSTALLATION GUIDELINES lgi 4/12113 DESIGN PRESSURE TABLES 2 J ROSOWSKI P'720 NTS Ili 3 OF 10 1111 MD -720 -820.1 a Rev Rev 2 Rev 1 �i A TAFILF -q- 7116' LAMINATED GLASS STACK 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q i 1 718' OC. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DM 3MONS COMPLETELY FTC WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. TABLE Cr- Window Design Pressure ( +h, psf) for Glass Type 5 c� Lam Sie on) E 67 -718 72 76 80 84 88 92 96 10D 104 1 109-112 30 +90f-125.4 +90f-120 +907 -115.5 +W -111.5 +901 -108.5 +901 -108 +904104:5 +901 -103.5 +W -1025 +901 -10D.7 +9(Y97.9 x! 32 +901 -118 9 +9(Y-11x8 +90/ -105.3 +9W -101.6 *W.9&7 +901 -95.7 +901923 +9019Q 6 +qw -90.3 +1.89.9 +1.89 34 +W -108.9 +901 -103 +M-9%&8 +W-95.1 +901 -91.8 +198.2 +194.4 +1-81.5 +1-811 +1- 79.8 +179.4 36 +901 -1026 +W-97-1 +901928 +/ -88.9 +1.84.5 +1.826 +1-79.7 +1 -772 +175.1 +1 -73.4 +1-72.2 38 +90198.4 +901- -92.2 +1-86.7 +1.832 +1 -80.7 +1-78.1 +175.2 +172.5 +170.3 +188.5 +1-66.3 40 +90194.6 +1488.2 +14826 +179.8 +1772 +1 -74.3 +171.3 +1 -67.9 +1651 +163.4 +161.6 42 +901 -91.3 +154.7 +150.7 +177.4 +174.3 +1 -713 +1 -68.2 N -K7 +151.6 +159.8 +1.58.2 44 +1488.3 +1-814 +178.9 +1 -75.4 +172.1 +168.9 +1- 65.6 +1- 622 +159.7 +1 -57.5 46 +185.4 +1-80.8 +177.2 +1 -73.8 +1-70.1 +186.8 +/$3.5 4-60.3 HSl.7 v 48. +1-827 +1 -79.3 +1-75.6 +171.9 +1 -68.3 +1-64:9 +151.5 +1.58.2 50 +1480.9 +177.5 +174.1 +170.3 +1-m7 +1631 +1-59.7 g 52 +1-791 +1-75.6 +1724 +t- 68.8 +1 -&4.1 +1 -81.5 �O 54 +1-77.4 +1.73.8 +1.70.5 +1.67.3 +163.5 56 +1-75.8 +172 +168.6 +1-66.3 58 +1-742 +1 -70.3 +1.88.8 60 +1-727 .0-68.7 +1-65 62 +1-712 +/-87.1 64 69:+/ -7 +1-555 88 N +J -68.3 ` 6T 718 1 +1-67 7116' LAMINATED GLASS STACK 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q i 1 718' OC. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DM 3MONS COMPLETELY FTC WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. TABLE Cr- EXTERIOR a X it q6 ,t- 5W GLASS BITE GLASS TYPE 5 �+--- LONG SIDE T- SHORT SIDE 3. . -7--- � - LONG SIDE --►� SHOOT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1118' NOM. GLASS 5'TACK � 7t1G LAMINATED GLASS STACK 3116' TEMPERED GLASS 3116- ANNEALED GLASS 3/i8' AN HEALED GLASS 74M6' Apt SPACE USED AT CURVED FRAME MEMBERS ONLY ii 718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WmiK 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 SG INTERLAYER 61r GLASS BITE ,� SHORT SIDE LONG SIDE SHORT SIDE a N > m Window Design Pressure (+I-, psf) for Class 'type 7 c� Lmq Side On) E 67718 72 76 80 84 88 92 98 100 104 109112 30 +901 -130 +91- -130 +9W- 130 +901 -126 +901122.6 +941 -119.8 +901 -1181 +901 -117 +9W -115.8 +9W -1127 +fit -109.9 x! 32 +901 -130 +901 -1251 +901 -118.9 +901 -114.8 +901 -i 115 +901 -108 4 +901 -104 3 +�J -1024 +90V -102 +901-101.4 +�' 99.7 34 +901 -123.1 +W -116A +901 -111.7 +94'- 107.5 +801103.8 +W-W.7 +9W95.3 +901 -921 +9019(15 +1.90 +1-89.6 36 +901 -116 +�' -1098 +90f- 104.8 +W9 100.5 +901- 96.6 +901.93.3 +1-90 +1-87.3 +154.9 +1.82.3 +1 -81.2 38 +901 -1112 +9W -104.2 +90/929 +M94 +901911 +1488.2 +14W9 +1-81.9 +179.4 +1 -76.4 +174.3 40 +901 -106.9 +W-99.6 +901 -93.4 +W-90-1 +1972 +1.84 4-80.5 +17 6LT +1-73.5 +170.9 +J.69 42 +9D1 -1032 +90'957 +901912 +187.4 +154 +150.6 +177 +! 731 +159.6 +1-66.9 +195 2 44 .+901-99.7 +9(V-93.1 +159.1 +1552 +1 -81.4 0-77.13 +174.1 +170.3 +187.5 +i -63.9 46 +901 -96.5 +901915 +1.872 +1532 +1792 +175.4 +1-71.T +1881 +195.1 v 48 +9W-c3-5 +1-89.6 *1-85.4 +1 -81.2 +177.2 +1713 +199.5 +1-65.8 50 +90191.4 +1-87.6 +1-83.7 +149.4 +175.3 +1 -713 +11.5 52 +1 -89:4 +1465.5 +1. 81.8 +177.7 +173.5 +M5 �O 54 +/-87.5 +1 -83.4 +1-79.6 +1 -78 +171.8 56 +/ -85.6 +MA +1 -77.5 +1- -73.8 58 +183.8 +1 -79.4 +175.4 , 6o +1 482.1 +1- -77.6 41-73.5 ., 62 +150.4 4i-75.8 64 +1788 41-T4 66 +1472 ` 67-7/8 1 +174.9 EXTERIOR a X it q6 ,t- 5W GLASS BITE GLASS TYPE 5 �+--- LONG SIDE T- SHORT SIDE 3. . -7--- � - LONG SIDE --►� SHOOT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1118' NOM. GLASS 5'TACK � 7t1G LAMINATED GLASS STACK 3116' TEMPERED GLASS 3116- ANNEALED GLASS 3/i8' AN HEALED GLASS 74M6' Apt SPACE USED AT CURVED FRAME MEMBERS ONLY ii 718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WmiK 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 SG INTERLAYER 61r GLASS BITE ,� SHORT SIDE LONG SIDE SHORT SIDE a N > m `WWlitii`�rll! .}CENT'•- _ LYNNif ve . No. 58705 0 '• STATE F 1L/` A. LYNN MLLER. P.E- P.E.# 58705 c� Y E r CO 0 N X N °Q aspa t>) st 04 N CO O iq J N O m z x! = UT ev- ii UJ GO z m O t- 0 z r °z 0 az 0 O O ti g � st Q 1 IS W Z 0 N 0 Z_ w V LLU X uJ d0� m 0 a� yseII , `WWlitii`�rll! .}CENT'•- _ LYNNif ve . No. 58705 0 '• STATE F 1L/` A. LYNN MLLER. P.E- P.E.# 58705 ::�..N.v�� CMef lCirla IFnt EDGE DISTANCE INSTALLATION TYPE A WINDOW EXTERIOR BUC" H a EIC�IiT' PTO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WmOW BUCK HEIGHT - 2 3!4" 2X WOOD BUCKSTRIP OR FRAMING, SEE INSTALLATION INSTALLATION EMBEDMIENT, NOTE 2, THIS SHEET TYPE C TYPE B EMBEDMENT 1X WOOD BUC2(STRIP, •` { .,. v4• MAX SEE NOTE 2. THIS SHEET G EMBEDMENT 1 SHIM ' •: V' TYP. ANCHOR TYPE. EMBEDMENT AND !; :: °�. EDGE - * 'r• ti'? EDGE DISTANCE PER SUBSTRATE, + DISTANCE EDGE 8 SEE TABLE 8, THIS SHEET DISTANCE i �1W MAX a • ' i SHIM i ,—TYP. ANCHOR TYPE, •`.. EMBEDMENT AND EDGE v • •, a, DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET •` USED AT CURVED EXTERIOR A. .. I FRAME MEMBERS ONLY _, mod. • - :� :• Q 11-7/8' O.C. MAX. OONCRETE/CMU 4 ti PER ANCHOR VISIBLE LKGTT WIDTH RE(SAREM1ENT WINDOW BUCK WIDTH - 2-314' WINDOW BUCK WIDTH CONC RETEICMU TIP-TO-TIP WINDOW WIDTH PER ANCHOR REQUIREMENT 114' MAX. SHIM #12 STEEL SELF-DRILLING SW (G5). SEE TABLE S. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING MAX Sl IM I- mi"" MIAMI -DADE APPROVED MULLION (SEE SEPERATE M04 ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPWTIES. TABLE B,THIS SHEET HORIZONTAL SECTION A A TABLE 8_ Anchor Substrate M' Eop Distance Mim Embedment Max O.C. spacing 812 or 914 410 SS Screw P.T. So ux m Pine (SG=0.55) 16, 1-3Ar IT Almnimm 6063 -T5 mir 3ar 0.0&3' • 12• A36 Steel 318' 0.06r • 12• Steel Stud Gr. 33 min. 318• 0.049 16 Go 12• 012 or #14 Steel Screw (G5) P.T. SouUtem Pine (SG=O.55) 9/16, 1-W 12• Akm*mn. 606345 rain. A36 Sted 318' 318' 0 C6r • d 063 • 12• 1r Steel Stud. Gr. 33 min. 318• (.045. 18 Go) • 114'410 SS Cfakflex UMauted CMU, "TM C-W) 2-1W 1 -v6, IT Concrete (aft 3.35 KQ 1• 1314 it 114' Steel Uurd oa Concrete (min. 2.85 ksQ 1• 1314 i2• Concrete (min. 2.85 ks0 2 -112' 1.318• 1r UnWvtd� CMU. ""IM C-W) 2 -1r i -1W it Grouted CMU (ASTM C-0 2112' 1314• 12' 5116, Steel Uftrecon C mete tom. 3.5 � 1 -v4 1314 1r Gnxded CMU, ASTM C•90 2 -10 1314 12" VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME- 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 'o n 0 o C}9 N O O-1 Z LL 2 Lff Wv c W °Z N to LL v- 5i O - m Y S.to O � Z °o (o - � C-0 o 1X WOOD BUCKSTRIP. - zvurv. ur s r ructPU� ntr�rtu t ttt tvtt ttu. a'ut�s t tint t °Q o Z _i W Q 5 C9 O z 0 Z o I= J SEE NOTE 2, THIS SHEET Co O m ° ` ':� Q O ' ' ' ., , •. • . .' CONCRETE PER NN ?C? as EMBEDMENT ::. ' T :. ° q •. ANCHOR INSTALLATION NOTES• REQUIRENENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2 WOOD SUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THOMSS IS LESS THAN 1-1W.1X WOOD BUCKS ARE INSTALLATION "E �'- ANCHOR TYPE- EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X' ARE 1 -112' THICK OR GREATS t. TYPE B DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOR" HAVING SUBSTRATE - SEE TABLE 8. THIS SHEET JURISDICTION. VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME- 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 'o n 0 o C}9 N O O-1 Z LL 2 Lff Wv c W °Z N to LL v- 5i O - m Y S.to O � Z °o (o - � C-0 o °Q o Z _i W Q 5 C9 O z 0 Z o I= J t Co O m pm Z Q O Z C) X U. Za — 0 LL NN ?C? as BiiS 'aseQ LYNN `��Q ='Cr�• �GE.NSF- .'per • 140.58705 .Lu - STA LF �� AX- A. i LYNN MILLER, RE P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E L 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2,VC INSTALLATION TYPE F 2X WOOD MMST10P OR FRAtu M SEE NOTE 2. THIS SHEET EMBEDMENT /114' MAX S Siililfl TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 4a 11 -7/8' O.C. MAX 11C MAX SHIM #12 STEEL SELF - DRILLING SMS (05). SEE TABLE 9. THIS SHEET INSTALLATION TYPE H MAX SHIM INSTALLATION TYPE G �11Ut1i1110B11SOlil>•t ■ PERANCHOR REQUIREMENT I- INSTALLATION TYPE F 1X WOODBUCKSTRIP. SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE - SEE TABLE 8. THIS SHEET EXTERIOR 4 ,5 11 VISIBLE LIGHT WIDTH = r � 5 WWDOW BUCK WIDTH -2314" F+ WINDOW BUCK WIDTH EXTERIOR lcr MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP. SEE NOTE 2- THIS SHEET • • ' `'a ' a .: •'� • CONCRETE PER :: _ a •: ANCHOR ' REQUIREMENT EDGE TYP. ANCHOR TYPE. EMBEDMENT ENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET VERTICAL SECTION D-D HORIZONTAL SECTION C -C TABLE 9: v CONCRETEICMU PER ANCHOR REQUIREMENT Anchor 'a Min. Edge Distance • Max O.C. Spacing EDGE ..a': •: ," DISTANCE 12' Aluminum. 6053 -T5 min. 318' 0.063' • 2' A36 Steel v CONCRETEICMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. SoWxwn Pine (SGT IF 1318' 12' Aluminum. 6053 -T5 min. 318' 0.063' • 2' A36 Steel 318' 0.063' • 12' Steel Stud. Gr. 33 min. 318' 0.045 18 Ga 1r #12 or 914 Steel Screw (G5) P.T. Sowlem Pine (SG=0.55) 8116, 14318' tr Alnrnkmn, 6063 -T5 mki. 3W 0.0 • it A36 Steel 318' 0A83 • 12* Steel. Stud, Gr. 33 non. XW 0.045 (18 Go) • 12• 1 14. 410 S3 GeteFlex Ungrouted CMU. (ASTM 0-80) 2 -im 14M IT Concrete (min. 3.35 ksl) 1' 1314' 12' 114' Steel uumcon Connate (min. 2.85 ksq 1" 1314' 12- Concrete (n* 2.85 ksi) 2112• 1318' tr Ungrouted CMU. (ASTM C W) 2 112' 1414' 1Y Grouted CMU. C49M 24W 13/4• 1r 5116' Steel UHraccn Concrete (mkt. 3.5 W 1 -1/�C' 1.314' 1r Grouted CMU. ASTM C-W PUY 1 1314' 1r • MAN. OF 3 THREADS BEYOND THE METAL SUBSTRATE INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Z. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -12 :1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2)P ARE 1 -11Y THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. N 0 6 Q: �ON.. LYNN .111, � Y • �C•ENSLr • .'Q N0.58705 I�• , •Lu STAT �1 ' • �(/ NAL i� •�``` A. LYNN MILLER, P.E. P.E.# 58705 co r Y oCD w 0 � N p N _I Z �; -!8 = LIj T- v- t! pU xS2 a a uj l!- Z 02 `I o m O p YO^ Z SAdti � Cv 11Z Q 4.Z Z O O LL 0 H ® Z Z O ? O 0102s Z O J a Q f<eo x W (La.. Owl --MEG �ON.. LYNN .111, � Y • �C•ENSLr • .'Q N0.58705 I�• , •Lu STAT �1 ' • �(/ NAL i� •�``` A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET I INSTALLATION .v TYPE I 4 EXTERIOR a WINDOW BUCK HEIGHT ifs �~ INSTALLATION TYPE L Ci h STEEL 7 C SELF-DRILLING h 1 THIS SHEET N ® (► O WOOD B ti f �� ,,. ., ,MII c -EE © '••• 1 NOTE2.THISSHEET W MAX S II, i Mimi i INSTALLATION TYPE J EDGE DISTANCE — f EXTERIOR MIAMI -DADE APPROVEO MULLION ION (SEE SEPERATE NOAj ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE ATHIS SHEET TYP ANCHOR TYPE. EMBEDMENT EMBEDMENT AND EDGE DISTANM PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION NOTES: HORIZONTAL SECTION E -E TABLE 10: Anchor Subsbate Mein. Edge Mm O C Distance 2112° X.1131 Bon Na1t P.T. Southern Pine .55 511 5" Z -112" x .131" Common Nan P.T. Scuthem Pine .55 318" 5' 2112" x .145' Rooling NM P.T. Southern Pine -0.55 318' S' P.T. Southern Ptne =0. 1@ 5' 610 x 1" Steel Scrar 0.093" Akm* m. 6063-75 agn. 6/1G 54 1116"A36 Steed I 5116 5" Q04W 18 Ga Steel Gr. 33 I 5H6" I 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C". ARE BUCKS WHOSE TOTAL ASS IS LESS THAN 1- 1J2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —ZC ARE 1 -11Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTELt m a H 6 a h m a M S O t"' P V LV ~ W H p"i W o z 78 z "�- a ii w _j 0 X X�' a a oz m v LV O st Z o °z az m LL O Go Q z I Q� Z <C Z - apn Q � NN ttl � Z ?< ? as LL LL eM1 --ma MjIII., .....�i>�� Ho. 58705 % STATE IF 10itF •., RLORNOQ;.= `S14NAL A LYM MILLER, P.E. P.E.$ 58705 ••• BUCKSTRIP X . .I • •' FRAMING, SEE NOTE 2, THIS • • • • �— TYPE J T TYPE K 3,C GE • h 114"MAX I C DISTANCE 1 If • • DISTANCE -- �_ 2 90 2X WOOD BUCKSTRIP OR FRAMING. SEE O OR FRAMM SEE __N • . . ` ., ,. , © 1 I L ,• , ( I ` , ( ` `ESHEET i © EMBEDMENi i USED AT � � v 2 i EXTERIOR VISIBLE , iIM VWNDOW BUCK WIDTH INSTALLATION TYPE L Ci h STEEL 7 C SELF-DRILLING h 1 THIS SHEET N ® (► O WOOD B ti f �� ,,. ., ,MII c -EE © '••• 1 NOTE2.THISSHEET W MAX S II, i Mimi i INSTALLATION TYPE J EDGE DISTANCE — f EXTERIOR MIAMI -DADE APPROVEO MULLION ION (SEE SEPERATE NOAj ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE ATHIS SHEET TYP ANCHOR TYPE. EMBEDMENT EMBEDMENT AND EDGE DISTANM PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION NOTES: HORIZONTAL SECTION E -E TABLE 10: Anchor Subsbate Mein. Edge Mm O C Distance 2112° X.1131 Bon Na1t P.T. Southern Pine .55 511 5" Z -112" x .131" Common Nan P.T. Scuthem Pine .55 318" 5' 2112" x .145' Rooling NM P.T. Southern Pine -0.55 318' S' P.T. Southern Ptne =0. 1@ 5' 610 x 1" Steel Scrar 0.093" Akm* m. 6063-75 agn. 6/1G 54 1116"A36 Steed I 5116 5" Q04W 18 Ga Steel Gr. 33 I 5H6" I 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C". ARE BUCKS WHOSE TOTAL ASS IS LESS THAN 1- 1J2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —ZC ARE 1 -11Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTELt m a H 6 a h m a M S O t"' P V LV ~ W H p"i W o z 78 z "�- a ii w _j 0 X X�' a a oz m v LV O st Z o °z az m LL O Go Q z I Q� Z <C Z - apn Q � NN ttl � Z ?< ? as LL LL eM1 --ma MjIII., .....�i>�� Ho. 58705 % STATE IF 10itF •., RLORNOQ;.= `S14NAL A LYM MILLER, P.E. P.E.$ 58705 INSTALLATION TYPE J EDGE DISTANCE — f EXTERIOR MIAMI -DADE APPROVEO MULLION ION (SEE SEPERATE NOAj ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE ATHIS SHEET TYP ANCHOR TYPE. EMBEDMENT EMBEDMENT AND EDGE DISTANM PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION NOTES: HORIZONTAL SECTION E -E TABLE 10: Anchor Subsbate Mein. Edge Mm O C Distance 2112° X.1131 Bon Na1t P.T. Southern Pine .55 511 5" Z -112" x .131" Common Nan P.T. Scuthem Pine .55 318" 5' 2112" x .145' Rooling NM P.T. Southern Pine -0.55 318' S' P.T. Southern Ptne =0. 1@ 5' 610 x 1" Steel Scrar 0.093" Akm* m. 6063-75 agn. 6/1G 54 1116"A36 Steed I 5116 5" Q04W 18 Ga Steel Gr. 33 I 5H6" I 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C". ARE BUCKS WHOSE TOTAL ASS IS LESS THAN 1- 1J2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —ZC ARE 1 -11Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTELt m a H 6 a h m a M S O t"' P V LV ~ W H p"i W o z 78 z "�- a ii w _j 0 X X�' a a oz m v LV O st Z o °z az m LL O Go Q z I Q� Z <C Z - apn Q � NN ttl � Z ?< ? as LL LL eM1 --ma MjIII., .....�i>�� Ho. 58705 % STATE IF 10itF •., RLORNOQ;.= `S14NAL A LYM MILLER, P.E. P.E.$ 58705 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C". ARE BUCKS WHOSE TOTAL ASS IS LESS THAN 1- 1J2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —ZC ARE 1 -11Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTELt m a H 6 a h m a M S O t"' P V LV ~ W H p"i W o z 78 z "�- a ii w _j 0 X X�' a a oz m v LV O st Z o °z az m LL O Go Q z I Q� Z <C Z - apn Q � NN ttl � Z ?< ? as LL LL eM1 --ma MjIII., .....�i>�� Ho. 58705 % STATE IF 10itF •., RLORNOQ;.= `S14NAL A LYM MILLER, P.E. P.E.$ 58705 MjIII., .....�i>�� Ho. 58705 % STATE IF 10itF •., RLORNOQ;.= `S14NAL A LYM MILLER, P.E. P.E.$ 58705 INSTALLATION TYPE M I FOR THIS NISTAL ATM METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6, O C. 4 EXTERIOR a Will SUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW Buck HEIGHT- 2-3W INSTALLATION TYPE N LENT' • �, , •�= EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCEI- NOTE 2. THIS SHEET EMBEDMENT L11CMAX SHIM TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 0 11 T!8` O.C. MAX. i14` MAX. SHIM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6, OC. #12 STEEL SELF-DRILLING SMS (6,5), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT METHOD ONLY. 114` MAX ANCHORS MAY BE NO SHIM 0 MORE THAN r OC. 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET �— WINDOW BU WIDTH WIDTH �--� WINDOW BUCK WIDTH HORIZONTAL SECTION G -G R TYPE, Substrate Min. Distance MIL Embedment EMB EMBEDMENT EMBEDMENT AND EDGE 1112 or #14 410 SS S=m P.T: Southern Fine EXTERIOR DISTANCE PER SUBSTRATE - 6, Alumlraua 6083 -75 m1m 3v SEE TABLE 11, THIS SHEET ` 114' MAX SHIN MIAMI -DADS APPROVED MULLION 0.063' • 6, (SEE SEPERATE NOA), ALUMINUM, 318` 0.045' 18 Ga • STEEL FRAMING OR STEEL STUD. #12 *r#14 Steel Screw (G5) SEE SUBSTRATE PROPERTIES, 8116' 1-w TABLE i, THtS SHEET Aluminum, 6063 -75 n*L A36 SIM 1x WOOD sucKSTwP, SEE NOTE 2, THIS SHEET 0 083` • 0.0&3' • 6` 6, VERTICAL SECTION H -H INSTALLATION NOTES: TABLE 11: Fi' EMBEDMENT • �_ of T = EDGE ..... < DISTANCE CONCRETEI= PERANCHOR REQUIREMENT Anciwt Substrate Min. Distance MIL Embedment Max. O.C. swchv 1112 or #14 410 SS S=m P.T: Southern Fine 8116, 1-w 6, Alumlraua 6083 -75 m1m 3v 0083 • 6" A35 Steel 318' 0.063' • 6, Steel Stud, Gr. 33 min. 318` 0.045' 18 Ga • 6, #12 *r#14 Steel Screw (G5) P.T. Soutirem Pine 8116' 1-w 6, Aluminum, 6063 -75 n*L A36 SIM 3w 318' 0 083` • 0.0&3' • 6` 6, Steel Stud, Gr. 33 wh 3!8' 0.045' 18 Ga • 6, N4` 410 SS CnAeFlex CxMU. TM 6,90 2-112" 1 -114- IT Cm= to (min. 3.35 kei) r 1-N4` it 114' steel Ultracon Concrete min. 2.85 r 1-3w tr Co=da mtn. 285 kQ 2 -1rr 118' 17 CMU, ASTM 6,90 2 -11r 1-W . it Grouted CMU TM C.90 2-11T 1314' 12 5116, Steel Ukracon I Comrste min. 3.5 k 1114` 1.314' IT Grouted CMU, TM C 90 2 -112" 1.31IC it NUM Ur J 1FU=J va PCTURU IM MtIALSUtrSTfiATE- 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS 2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1X`, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-it2 :1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2r ARE 141Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY QTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM-EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. N d � ch a Y � 0: a O �- eta p n°r 0 J a' ii d z Mom i lLi v- w a -U ujz o n' O Z 1 ;0 tL z rn v O 0 ° g LL O J Q E- � r88Y5 So' Z Z O O Z Z g Q �s o z :cq X z s tt LL eta s `�ttltllll1111, gx LYNN 4f,4', %/ �� • v,GENSF . •�� / ' No. 58705 7 I �� • u1; 1�0 STATE O ' • 1C1: i i� *- AORTOP.•• A. LYI�I�ILI.ER, P•E. P.E.# 588 v .6'.' ti Ai j� "Cal TABLE 12: ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90• CORNER FRAME ASSEMBLY i t � � f f� i J� ALL CORNERS TO / USE GASKET 1 / ANDIOR SEALANT r / I EQUAL -LEG FRAME FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS kNGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALL CORNERS Item # PGT Fart # Description Material 1 42530 Ranged From Alum. 6063 -T5 2 4285 EgM49g Frame Allan. 6063 -TS 3 4256 Integral Fin Frame Aker. 606375 4 4255 7116" Unit. Glass Beading Alum. 606346 5 4254 La Glass Beading Alum. 6063 -T5 6a 4270 be on Fastener Cover Alum. 606375 6b 4224 Installation Fastener Cover Itd PVC 10 70589C Gasket (at 90' corner Joints) Potyethylem 11 TP24718 Vinyl Bulb Weattcerstdp Rex PVC, Duro. 65 +14 13 d. Dow 899, GE 7700 Sfkone cr Equiv. tu 20 71662K Setting Block, Mono. 3196" x 711W x V Neoprene. Duro. 85 +14 21 7004AK Setting Block, I.G. W16" x 13132' x 4" Neoprene, Duna 85 +1 -1 22 DURAK796 7116' D=Seal Spacer 29 #6 x 14W FH SMS Stainless Steel I 30 781PDX #8 x 1" Quad PH SMS Stainless Steel 1.875' .438' 1.000' FLANGE FRAME ;742530, 6163 -T5 .875 I �- .0I 7116' LAMI GLASS BEADING #4255, 6063 -T5 10TT Der ASSEMBLY DETAILS FOR FIN FRAMES 90' CORfeR FRAME ASSEMBLY ANGLEDAXWNE0 FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR COMER KEYS AT SCREW BOSSES. SEAiMTATALL CORNERS .ow !M"_ "_ AM A74' 062` 1375' k .500" .438' _F�- _ . OEQUAL-LEG FRAME #4285, 6063 -T5 34G .875' R .050' I.G. GLASS BEADING 0#4254,6063-T5 1..�- A74' 1375' ' .500' r 438' Mo 1.125' A77' 3 FIN FRAME . #4256,6063-T5 1.037' A50' INSTALLATION 6a FASTENER COVER #4270, 5063 -T5 0 cq m ' > co a 2 .,oa 0 ti- oN ► co o � a g � _jN °O O � LL Z r �. = w �- my d w C F- Z w o� m 0 C9 r'�f o > po d. Z tu a ° z n: Z w o It v- g o J c:j O N Q N N Z 3 O p � Z O c°>I C-1 m LLI X O aka LL. w oral 'moo No. 58705 ,.a • -7 10— �'• F 11 0NA&L ��i ��• 1 1 1 a L PJEP 58785 P.E. GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2} FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A - TEMPERED GLASS CAP. A. 5/16' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLOMMW.FE MAXIMUM -PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB WTERLAYER. C. 5116' LAMI CONSISTING OF (2) LITES OF 18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERL AYER D. 7116' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN 09{1 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116' LANAI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB Kn3U.AYEZ. G. 13116' LAMI IG. (1) LITE OF 'L18' OR 3116' ANNEALED (MIN.) GL ASS. W16- OR 318° AIR SPACE AND 5118" LAMI CONSISTING OF (2) LLTEs OF 118' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB 64TERL.AYE L H. 13116' LAMI IG: (1) LITE OF '118' OR 3116' ANNEALED (MIN.) GLASS, 5116' OR 3B' AIR SPACE AND 5116" LAM( CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1B' HEAT STRENGTHENED GLASS WITH A 080 DUPONT BUTACITE OR sAnmuKEasAFE mA)QMUM PVB INIERLAYER. 1.13116" LAIW IG: (1) LITE OF 118" OR 3N6' ANNEALED (MIN.) GLASS, 5116' OR 318" AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN 080 DUPONT BU'TACTTE OR MAXIMUM PVB u4 ERLAYER .1.13118' LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.j GLASS. 3116' OR 114' AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3f16' ANNEALED MASS WITH AN 090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K 13116' LAMI IG: (1) LITE OF 118" OR 3f16' ANNEALED (MIN.) GLASS, 3116" OR 114' AIR SP.':CE AND 716" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN _090 DUPONT BUTACITE OR SAFiEXtKEEPSAFE MAXIMUM PVB INTE-RLAYER. L 13/16' LAMI IG: (1) LITE Olf W OR 3116" ANNEALED (MUD) GLASS, 3116' OR IW AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3117 HEAT STRENGTHENED GLASS WITH AN X90 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. e 2. CONFIGURATIONS: OX. XO XOX 3. DESIGN PRESSURES: (STABLES. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130042. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13OD-W- 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS Nar BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REWIRED- 6. FRAME AND PANEL CORNERS SEALED WITH NARROW .JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FiL -4858, FTL4859 AND FTL -533D ELCO TEXTRON NOA: 04-0721.01.03-0225.05 ANSVAF&PA NDS -2D05 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 11. 10!17/11 Ems FOC201000DECHANGE — - 1070 TECHNOLOGY MINE NOKOMIS. FL 3x275 P.O. � 1 N)CO1N16. FL 34274 —jc3N SVERAL NOTES JR Ww1 ige,klora D ADDED 1G CAP TO BE TAD +30FTNOM ALUM. HORIZOWAL ROLLER ,v rage F.K 411607 C F7L-6= TO MOTES 7& CHa NOTE8 TO (�ElVTEDlT: V�sibiy $� � sore itft7t0 NT$ aeeI a 1 - 11 mow F.JC 1 Odor 2/SW C ooftd ii. L�r 3123108 IMPACT 4127 -10 1 E NOA DRAWING MAP SHEET GENERAL. NOTES..__.... i GLAZING DETAILS--- 2 DESIGN PRESSURES— 3 ELEVATKW& .............__._ 4 VERT. SECTIONS........ -- 5 HORIZ SECTIONS....... — 5 PARTS UST .................. »_ 6 EXTRUSIONS— — 7 CORNER DETAIL».......... 5 ANCHORAGE--..—..— 8-11 PRODUCT REMM w cempbingwith dw Flmri& fi..tIL {111111 \ag VYNN Mlt��'�� O ..... .. . � �� : • �t,EtdSF t4o. 58705 _ OF i T •' ., PLOW.-, '0' . S10 NAL A LYNN" P.E P.EO 58705 21 I 51 e-., 50) 21 � 50 _ <"-I EXTERIOR. INTERIOR GLASS BUTTE 55. GLA S BITE (ALL SECTIONS) 60 ,61,62 51 k--(63.64.65. ,. 118' ANNEALED OR HEAT STRENGTHENED GLASS "SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5x16" ATOM. 5/16" LAMINATED GLASS 15o i low 0l�s s• i • i t• 1 21 I RE 52 " 118" ANNEALED OR LSAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR FEAT STRENGTHENED GLASS 5116" LAMINATED 5116" OR 318" AIR SPACE 118" OR 3116' ANNEALED OR TEMPERED GLASS Q 13116" NOM. 13!16" LAMI IG Q AASS W/ 5/16" LAMI 3116" ANNEALED OR HEAT STRENGTHENED GLASS .ogo SOLUTIA OR DUPONT PVB INTERLAYER —t f 3M 6" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 6T-f Ur NOM. GLASS BITE 72,73,74,75,76,77 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB 04 TERL.AYE3 3116" ANNEALED OR HEAT STRENGTHENED GLASS W16" LAMINATED 3116" OR 114" AIRSPACE 118" or 3/16" ANNEALED OR TEMPERED GLASS Qp 13116" NOM. 13/16" LAMI IG GLASS Wl 7116" LAMI AFOR INSTAUATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. 1070 TEC1dOtOGY DRIVE NOTE NOK M" FL 34 DR PA. Box ism tMOM16. FL 34274 I/fstbdy Better GLAZING DETAILS YXFX ALUM. HORIZONTAL ROLLER V4NDOW, IMPACT _ � o Fult 2 d 91 4127 -10 1 E tlillf �`Z` •• `�GEPISE •'� �� - * NO.5 - Lu Iwo- �'P •• STA A•: ' SIONXV �.. A. i t P.E. P.E.s b87f� TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLOARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 518" 54" 60" 63" 8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 55.2 +523 52.3 108" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 50.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +54.6 .54.6 +51.7 51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 1 +60.0 '50.0 +59.5 -59.5 +53.6 1 -53.6 +50.9 50.9 UP TO 111" C,I _ +60.0 -60.0 UP TO 111'• , -I. ' J.K.L +75.0 I 75.0 TABLE 2. XOX (1!3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HOGHT WIDTH TYPE ALL HEIGHTS UP TO sr TO 86 7116" A'B'C' G.H.I 1 +60.0 1 -60.0 I TO 86 7116" 1 D,L, I . +75.0 1 75.0 TABLE 3. OX AND XO FLANGE OIL INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINOW D HEIGHT 2" 36" 38 318" 48" 60518- 54" 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 . 75.0. +75.0 75.0 +75.0 75.0 +75.0 75.0 '+75.0 75.0 66" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75A 75.0 +74.2 74.2 +70.2 70.2 72" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +69.6 59.6 +65.2 -65.2 74'" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +68.1 58.1 +63.8 -63.8 UP TO 74" C,D,E,F, J�K. L +75.0 75.0 GLASS TYPES: TEST REPORT FTL -4858 (XO )Q, FTL4W9 (OX & XO) AND FiL -5330 A. 5116" LAMI - (1/8' A. .090,118° A) G. 13/16" LAMI IG -118" OR 3/16"A (MIN.), 5116' OR 318" AIR SPACE, 5/16" LAMI - (118 7A, .090,1/8°A) B. 5116" LAMI - (118" A. .090,1/8" HS) H. 13/16" LAMI IG -118" OR 3116"A (MIN.), 5/16" OR 318" AIR SPACE, 5116" LAMI - (118 "A, .090,1 /8pHS) C. 5116" LAMI - (118" HS, .090,118" HS) 11. 13116" LAMI IG -118" OR 3/16"A (?AN.), 5116" OR 318" AIRSPACE, 5/96 LAMI - (1 /8"HS, .090,118"HS) D. 7/16' LAMI - (3(16" A, .090, 3116' A) J. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 3116° OR 1/4" SPACE, 7/16" LAMI - (3(16-&.090,3116-A) E. 7/16' LAMI - (3/16" A. .090, 3116' HS) K. 13116" LAMI IG -1/8" OR 3116% (MIN.), 3116" OR 114" SPACE, 7116- LAM - (3/16"A, .090, W16-HS) F. 7116" LAMI - (3116" HS, .090, 3116" HS) L 13116" LAMI iG -118' OR 3116 "A (MIN.), 3116" OR 114" SPACE, 7116" LAMI - (3116"HS, .090, 3116-HS) f oar trorwac J L I 1a 7/11 E No amNGE nos sty- DESIGN PRESSURES PA"W0 r 1074 TECHNOLOGY DRNE JA BlICY11 D ADDED AG CAP TO BE 7 +3WTNC7E NOKOWS. FL 3x275 ALUM. HC AL ROIER VNDON, IMPACT FJG 4VY5107 C aDUrOMFh a rM A LNMTEASM E 13COM &-a P .O. BOX 1529 8 saww lab** a.fta E omw fir• Dow NOKOWS. FL 3274 /bf* i ooff Iml a MS $ d ?? 4127 -90 E FX ?rMW naw II,\ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED La GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. %N%,. %,,'NN.411(�'��i Qom_ • •. � No 58705 LUZ , •• OF Z- 0 A. LWi 01tA X- P" 58705 27 31W MAX. DLO 54 5(16" AMAX. DLO FIXED VENT 67 MAX FLANGE FRAME ALL ccc*-IG. 27 3/8" 27 318" MAX VENT O 1 FIXED O x 0 x 85 7116" MAX. WIDTH I.F. 7/76° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL D D jLF_ FRAME FRDDUCrREVYSM as oanWyft with dw Bwldbq Cofe AmopM=M M—w ex Dow--A&LEJ-1 { 3 FLANGE FRAME �J ��0xx LYNN.... 73" MAX. WIDTH L.F. FRAME VIEW D-D ��- � •. -� 74° MAX. WIDTH FLANGE FRME (FRAME CORNER CONSTRUCTION) No. 58705 = � DETAIL A - OX OR XO - '�``L Cc= • . s! =Ash . s, 1a1��1 F .� CATIONS = ° - Lori - •�;�?� DFWE �AW —Pilcl—r ALUM. HORIZQfVTAt ROLLER W/AfDOW, IMPACT '�.SIONAI •• rr FJL 4/1S,Rt7 . 8. t P.O. BOX 1528 t=Otms. f:L 34V4 Wdbdy Bamw aNre�ateart �°�" NM 4 a 19 4127 =9© F a tY tt 1tL� �1s. P E eaur FJC 2 J..L 3 t 18790 P.E.f 5s7o5 MAX HEIGHT FLAIL FRAME MAX 1*1 : SECTION C-C (VERTICAL SECTION, FLANGE FRAME) 101 67111 E NO C.'HAME TMS SFI1WT INTERloR 37) (35), r( 2) MAX VENT oLO - - - -_; (-•-- mAx �o ono - -.4 .4 i:.— MAX. WIDTH {FLANGE FRAME) EX MOR 9 SECTIOU" 7 (HORIZONTAL SECTION — XOX SHOWN WITH FLANGE FRAME) t-�- MAX. FIXED DLO - -� �+— MAx VEMi DI_o —.4 MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL-FIN FRAME) SILL . SECTION, I.F. FRAME) V.TECH?0XDW DRMVE ■ NOKOMIS. FL 34275 rd PA. BOX 9529 � NOKON . FL 34274 VUbb gewff I *N"Olel HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM HORIZONTAL ROLLER WINDOW, IMPACT multi ls*Wf lm@5d* 77 lvmftm&4127- E 92q 96 93 PR0D=REVISW as convbftvd&dw > BundkeCaft xm Amptmw _A!.. c Miami Daft Pwdud Coma! 11111!1 Nj LYNN gf, `��'�`I'o• aGENSF • (,/F� �� • No. 58705 ST Cf ��'�S,S1�tt IINtt 11A��1{{ � �c• �� A LYfdA11NiL7.H�, P.E. P-" 58705 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 .52 53 54 55 56 54 60 61 62 63 64 lI�Q$f J� JJ{. DWG# RE 4102 A 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 215-1 226 4128 4006 1235 1096 1016 4126 1683 -k 4139 0 0 m 0 . M " ° tl M " M 0 A FLANGE FRAME HEAD SASH STOP STD ANTI UFT CUP #8 X 3/4 PI-L PART HEAD SASH STOP COVER (SASH STOP FLANCEFRAMES1 L SILLADAPTOR ROLLER TRAC K WEB' HOLE C:OMR /1 DMIVE OPEN CELL FOAM PAD FIANCE FRAMEJAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PAL SMS SCREEN ADAPTOR FDM MEEI7NGRAIL WSTP.,.187 X.230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X 2M BACK, FIN SEAL ROLLERHOUSING&OLME BRASS ROLLS& WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH NfEEMGRAIL WSTP.,.170 X 270 BALK, FIN SEAL SWEEP LATCH #8 X.625 PH. FT- SMS SASH SIDE RAIL WSTP.,.250 X 12 BACK, FIN SEAL BULB WEATMISTRIP .187 X.275 LIFT RAM COVER CAP I.F. FRAME SILL I.F. FRAME JAMB GLAZMSHICONF, DOW 899,995 07 VMM (A:AZINGBEAD BULB (TEIICR V.INYI,(AAZMBEAD BULB B GLAZING BEAD - 5116" B CLAZMBEAD -5/16 W /(RT LKIT A G.AZINGBEAD- 7 /I6" C CnAZINGBEAD - 7/16" W /(1Rim KTf (a.AZiNG BEAD - 13/16" 5/16" LAMI (118" A,090 PVB, 1/8" A) 5116" LAMI (U8" A,090 PVB,1/8" HS) 5116" LAMI (1/8" HS, .090 PVA 1/8- HS) 7/16° IAMI (3116- A,090 PVB, 3116" A) 7116" I.A.MI (3116" A,090 PVB, 3116" HS) 7116" LAW (3116" HS 090 PVB, 3116- HS) dw ED uc 1tb17/11 NO !MANGETM SKEET RwAtbw 8201 VMT TO GLOSS TYPES dK 4115477 C RFAdS 41.42 & 43 AlArL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 6063HD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6M IIS-T6 AL DI CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL 6063 -T5 AL 6063 -TS:AL 6063 -T5 AL 6063 -TS AL 6063 -T5 AL PM 61223:1' 612244 7934AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 641100 64054A 64066G 6]2240 61693G 42I12HD 7BRWHL2 44DAN 64006 67Sl6G 71096 7858 64126 616836 67070K 7407rC" LORR 64139 64140 64141 6TP247WJ 6TPM48K 64039B 644703 64222 6985 64067 rrEm DwcxlRwi DRSC PJPTION I MATL PG-M 66 CLASS. 13/16' I.AMI IG -11VA WKI YVAIR SPACE, 5116° LAM] (11VA, .090 P A 118.4 67 ° 13116° LAMI I&YrA 3/8" AIRSPACE, 5/16" LAMI I/8"A, 090 PVB,MOBS) 68 ° 13116° IA MI IGI/8"A (MIN. 3/8" AIRSPAC3:, 51163 LAMI 1 /8 °HS, .090 PVB U8° 69 0 13/16° LAW IGr3/16"A .), 5116" AIR SPACII,, 5116` LAM] I/8°A,.090 PVB, U8°A 70 13116' LOAIG-3/16 "A 5116° AIRSPA 5116" LAMI Il8"A, 09DPVB U8" 71 13116° LAW IG-3/16 -A 5116° AIRSPACE 5116° LAMI(1/rHS, 090PVB,118 "HS) 72 13116° LAMI IG IIVA WMj 1/4° AIR SPACE, 7116° LAMI 6eA,090 PVB, 3/16 °A 73 13116° LAMI IG-I /8"A (MIXI U4" AIRSPAC3; 7116° LAMI (3/16°A, .090PVA 3116" 74 13116° LAMI IG•I/TA IN. ), 1/4" AIR SPAC F, 7/16° LAM] I6°HS, .090 PUBS 3(16" 75 13116" LA &IG-3116"A 0M.1 3116" AIRSPACE, 7/16° LAG (3(16'A,.090 P 3116°4 76 ° 13116° LAMI IG-3116 "A k 3/16° AIR SPACE, 7/16` LAhG (3(16'A,.090 PVB, 3/16"HS) 77 ° 13116° LANII n3116"A 3/16" AIR SPACEL 7/16" LAMi 16°AS 090 PVA 3116" 90 1014 scREEN FRAME (HUR &) 3105 -M4 AL 91 1630 SCIREEN COMMOWM/RU40 4 POLYPRCIP. 92 1631 SCREEN CORNERKEYW /0UT RINGS POLYPROP. 93 1073 SCREW SPRING STsr- 94 1624 SCREIId SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD E%4 PVC 96 SCRBEN CLOTH 17 2784 .062 1.986 43 I.F. FRAME JAMB #4141.6063-T6 WE 1070 TECfixoLOGY oRNE PARTS LIST I'MOMIS. FL 34275 x ALUM. HORIZONTAL ROLLER MNDOW IMPACT Pte. 9, 1529 art.�a * somw N . O=vft#U j AM NOCOS. FL 34274 T?stbly Better ro71a AfTS 6 or 19 1 4927 -10 1 F II 41 I.F. FRAME HEAD #4139,6063-T6 42 1 3.152 I.F. FRAME SILL #4140,6063 -T6 zOWU AM i VYNiV ,4tflt''��. ��;�• .......... • ;EP No. 58705 STAW ' A. L4[ ER, P.E. P" 5s Jt .0621 ]173 llDFLANGE FRAME HEAD #4102A, 6063 -T6 --1 11 •'— 062 .490 T—[--l.451--A SASH STOP #4025. W63-T5 a .062 .349--1 29 SASH TOP & -BOTTOM RAIL #4133,6063-T6 .676 .050 n GLAZING BEAD, 5/16° #40446,-6063 -T5 (USED Wl GRILL KIT) 10/17/11 E NO CNAMW IM SHEET ww amll o NO CHANGE TIMSHE r 4/15/177 C NO CHANGE 7M SHIMT ;w- 128/176 J.J. 323/d8 1 if }+-- 27io —►, II FLANGE FRAME SILL #4136,6063-T6 .061 • .4$ G HOR2. ROLLER TRACK #4131.6063-T6 79 .062 32 SASH MTG. RAIL #4006D. 6063M46 Coo I 1q .m 1.OW- 4- ----iT 55 GLAZING BEAD 7116" #4221A. 6063 -T5 --1 1.187 1--- 3 FRAME SILL ADAPTER #4137, 6063;lrf a 1.187 .052 �1.403- 17 FDCED MEETING RAIL #4054B,6063HD46 37 SASH SIDE RAIL #4126,6063-T5 .050 --. .678 1.115 1 O GLAZING BEAD, 7116" #985C, 6063-75 (USED WI GRILL Kin �1.513--1 1 .040 _7W [-4443A 1 SASH STOP COVER MM, 606;3 -T5 }-- 2784 --� j .0=62 B FLANGE FRAME ,JAMB #4002A, 8063 -T6 Ifl. .676 1.096-- } - ---' 53 GLAZING BEAD, 5116" #40396, 6063 -T5 .683 T— � A9T 59 GLAZING BEAD, 13116" #4067, 6063 -T5 10 TECHNOLOGY )eoicO Or tx3l us. a34z7s "ft P o. eqx �5� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKCM. FL 34274 VWbb Better a H sere caoie,+us n x 1;�t710 I'lalf 7 a 11 4127 -90 E � F1od& m I - 4 0 %\111111 ,,��y,(• LYNN $1/��'i Ho. 58705 -q 1VTO(Cl�' �� '- .,.F�O�pA.•' Gam`. 111111111 \\ A. LYNN lAR.I.ER, P.E. P.E.S 58705 kNCHOR QUANTITIES, XOX (114-112 -114) W[NDOWS (LASS TYPES A,B.C.G.H,L CLASS TYPES D.E.F,J,K.L ASR TYPE 43. WOOD 2. Coo 1. come 2.3. WOOD 2. C ONC & SUBSTRATE ZD1+ES ZONES ZONES ZONES zoos WORM S12E W v H HEAD & SILL 53.125x 38.375 48.E 50.625 54.000 60.000 63,000 1+C2+1+C2+1 1+C2 +1+02+1 9+C2 +1+C.2 +1 1 +C2+1 +C2+1 1+C2+1+•C2+1 1+{2 +1+02+1 60.000x 38.375 48.000 50.625 54.000 MLOW 63.000 1+C2+1+C2+1 1+C2 +1+02+1 1+C2 +1+C2+1 1+C2 +1+C2+1' 1+C2 +1+C2 +1. 1 +C2 +14-(2+1' 74.0W x 38.3!5 48.000 50.625 54.0M 60.000 63.000 1+C2 +2+02+1 1+{2 +2+02+1 1+C2 +2 +C2+1 i+CC2 +2+02+1 1 +C2+2+C2+1 1+C2 +2+C2 +1 84.00U38.375 48.000 50.625 54.000 60.00 s3.o� 1+C2 +2+C2+-1 i+C2+2+C2+1 1+C2 +2+C2 +1 1+(2 +2+(2 +1 1+C2 +2+C2+1 1+C2 +2+C2+1 106.375 x 38.375 48.CW W.625 54.000 60.000 63.000 1 +C2+2+C2+1 1+C2 +3+C2+1 i+C2+3+C2+1 4+C3+3+C3+1 1+C S+3+-p+1 1+C3 +3+C3+1 111.E x 38.375 48.000' 50.625 54.000 60.000 63.E 1+C2 +3+C2+1 1+C2+3+C.2 +1 1 +C2 +3 +C2 +1 1+03 +3+C'3 ±1 1+C3 +3 +C3+1 i +C3+3+C3+1 TABLE «rT I HEAD & SILL FEAR & SILL SILL te _' 1+C2 +1+C2 +1 4 +C2 +1+C2+ 1 +C2 +1 +C2+ 1+C2 +1+C2+1 1+C2+1+C2+1 1+C2 +1+02+1 1 +C2 +1 +C2+1 1+C2 +1+C2+1 1+C2 +1 +C2+1 1+C2 +1 +C2+1 1 +C2 +1+C2+1 1+Q +1 +C2+1 1+12 +1+C2 +1 1+C2+1-K2+1 1+C2 +1 +C2 +1 1+C2 +1 +C2+1 1+C2 +2+C2+1 1+C2+2+C2 +1 1 +C2+2+C2+1 1+C2 +2+C2+1 1 +C2+2+C2+1 1+C2 +2+02+1 1+C2 +2+C2+1 1+C2 +2+C2+1 1 +C1 +2+C2+1 1+C2+2 +C2 +1 1 +C2 +1+C2 +1 2 1+C2 +1+C2 +1 2 1+C2 +1+12 +1 2 1 1 +C2+1 1+C2 +1+02+1 3 1+C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1 1 +12+1+02+1 3 1+C2+1+C.2 +1 3 1 +C2+1+C2+1 3 1+C2 +1 1+02+1 +C2+1 3 1+C2 +1+C2+1 3 1+C2 +1+C2 +1 3 1+C2 +1 1 +C2+1 +C2+1 3 1+C2 +1+C2 +1 3 1 +C2 +1+02 +1 3,1+C2+1 1 +C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1+{2 +1 +C2+1 3 1 +C3+1 1+C2+1+C2+1 2 1+C2 +1 +C2+1 2 1+12 +1 +C2+1 2 1+C2 +2 1 +C2+1+C2+1 3 1+C2 +1 +C2 +1 3 1+C2+1 +C2+1 3 1 +C2+2 1 +C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1+02+2 1+C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1+C2 +1+02+1 3 1+C2 +2 1 +C2 +1+C2 +1 3 1+(2 +1 +C2+1 3 1+C2 +1 +C2+1 3 i+C3+2 1+C2•+2+C2 +1 2 1 +C2+2+C2+1 1+12 +2+02+1 3 1+C2 +2+{2 +1 1 +C2 +2+C2+1 3 1 +(2 +2+C2 +1 1+C2+2+C2+1 3 1+C2 +2+C2 +1 1+C2+2+C2+1 3 1+C2 +2+C2+1 1+C3+2+C3 +1 3 1+C3+2+C3+1 1+C2 +2+C2 +1 2 1+C2 +2+C2 +1 1 +C2+2+C2+1 3 1. +C2 +2 +C1 +1 1+C3 +2+C3+1 1+C2 +3+C2+1 1 +C3+3+C3+1 1+C3 +3+C3+1 1+C3 +3+C3 +1 1+C4 +3+C.4 +1 1+C4 +3+C4 +1 i +C2+3+C,2+1 1 +C23+3+C3+1 1 +C 2 +2+(2+113I1+C4 +3+C.4 +1 1+C2 +2+C2+1 3 I 1+C4 +3+Ci4 +1 1+C2 +2+C2 +1 1+G2 +2+C2 +1 1+C3 +2+C3+1 1+C3 +2+C3+1 1+C2 +3+(2+1 1+CS+3+C3 +1 1+p +3+C3+1 i+C4 +3+04 +1 1 +C4 +3+C4 +1 1+C2+3+C2+1 1 +C3+3+C3+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C4 +3+C4 +1 J..L 1917111 • E N0 7MS &fi3:7 Danee jy- 6x20/11 n WMW >G CAP T08E7 +301`7 NOTE. Dew FJG . 4l1SR?7 C tjpL1ArETABLE4,sawrYA#:LwDu TOAAa4oRCRP. J.J. 1+C2 +2+02+1 1+C2 +2+02+1 1+C2 +2+0.2+1 1+C2+2+C2+1 i +C2+2+C2+1 1+C2 +2+C2+1 1+C2 +2 +C2+1 1+C2 +2+C2+1 1+C2 +2+C2+1 1+C2 +2+02+1 1+02 +2+C2+1 14C2+3 +C2+1 1+C2 +3+(24-1 1 +C3+•3+C3+9 1+C3+•3+C3+1 1+03+•3+C3+1 1+4C9 +3 +C4 +1 1+C3+3 +C3 +1 1+C3+3+C3+1 1+C3+3+C3 +1 1+C4 +3+CJ4 +1 1 +C3+2+C3+1 1 +C3+2+C3+1 1+C2+3+C2 +1 1 +C3+3+C3+1 1 +C3+3+C3+1 i+C4 +3+C4 +1 1+C4 +3+C4 +11 i+C4 +3+C4 +f 1+C2+4+C2 +1. 1+C3+4+C3 +1 1+C3+4+C3+1 1+G4 +4+C4 +1 i+C4+4+04 +1 i +C 5+4 +C S+1 1+C2 +4+C2 +1 1 +C3+4 +C S +1 1 +C3+4 +C3+1 1+04+4 +04 +1 1+C4+4+C4+-1 1+C 5+4+C5 +1 0 TECHNOLOGY ORW NOKOMIS. FL 34275 P.O. 59x 1529 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELC O SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (135 2. GLASS TYPES: A 5118° LAMI - {U8" A,.090.1/8° Aj FCN2 �lSTALLATICNU IN THE HVHZ ABOVE � B. 5115' LAAAi - {118° A,=.1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5116° LAMI - (118" AS,.CL9D, 918° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. W16- ALII - (3118- A. -C�. 3116° A) ANCHOR QUANTITY REMAIN AGED. E. 7116- LAM[ - (3116 - A..090, 3(1$" HS) F. 7116- LAMI - (3196" HS,J=, 3116- HS) G. 13116- LAW IG - U8" OR 3116- A (MIN.), 511 S- OR 318- SPACE, 5116- LAMI - (118° A..090.118" A) H. 13/16° LAMI IG -1i8. OR 3/16- A (MIN.), 5116. OR 3V SPACE, 5116- LAMI - (1/8- A..090,118' HS) I. 13196 - LAM1 LG - 1/8.OR 3/1 S° A (MIN.).. 5116- OR 318° SPACE, 5116- LAMI - 018" HS,A90, 918- HS) J. 13/16' LAMI IG -11W OR 3116 - A (MLN.), 3/16' OR 114- SPACE, 7116' LAMI - (3116° A,=, 3M A) K 13116 - LAMI IG - 1/8.OR 3116' A (MiN.j 3116- OR 114 - SPACE, 7116° I AAIB - (3116- A WO.3/1S- HS) L 13116" L.AL41 IG - VS- OR 3116' A (NNN.), 3116' OR 114- SPACE, 7/16• !AML - (3/16' HS,.M. 3MW HS) 3. VO4WW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL-* 10112° MAX. ON EACH SIDE OF MEETING RAIL CEN TERUNE. 25 314- MAX FROM CORNERS. JAMBS: 8- MAX. FROM CORNERS AND 22 U2' MAX. O.C. TABLE KEY: X O X 1+ C3+4+C3 +1 3 - --- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FUCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SEC.. (3- MIN. O.C. ANCHOR SPACING) 25 314- rrrax. s' REF• x o x PROOUL"T RASED as couqiying MTG. RAIL. TYP. with lmFkd& EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Aare (SHOWN IN TABLE KEY ABOVE) . 25 314- MAX 1- 1---3- MIN. ttttirt�� LYNN * ' No. 58705 . MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FORAGE SPACING, XOX 114-112 -1/4 %�'�F'' •'�toR1oP. - ��'.` ALAN. HORIZONTAL ROLLER WINDOW, IMPACT ,1 r t11 t- t�,`t Am%oum t dO'�" SU4 1 +f �"` A. LY1�1 MIU P.E tmto NTS I 8 d 11 1 4127 -10 1 E P �zsa7� ANCHOR Q!lANTITIES XOX 113713 -113 WINDOWS MASS TYPES A.B.G.H ANCHOR TYPE 2,3. WOOD Zr CONC 1. CONC & SUBSTRATE ZONES ZONES ZONES cc w WINDOW SIZE HEAD & SILL HEADS S01. g HEAD & SILL W v H 48.000 x 36.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1+C2 +1 2 1 +C 2 +1+C2 +1 2 1+C2 +1 +C2 +1' 1:+C2 +1 +C2 +1 3 i+C2 +1 +C2 +1 3 1+C2 +1+{2 +1, 1 +C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2 +1 +C2 +1 1+C2+1+C2 +1 3 1+C2 +1+{2 +1 3 1+C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2+1 +C2 +1 1 +(2+1 +C2 +1 3 1+t2 +1+C2 +1 3 1+C2 +1 +C2 +1 53.125x 38.375 48.000 50.06 54.000 60.000 63.E 1+C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1+C2 +1+C2 +1', 1+C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1+C:2 +1+C2 +1, 1 +C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 i +C2 +1 +C2 +1j 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2 +1 +C2 +f 1 +C2 +1+M +1 3 1+CZ +1+C1 +1 3 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C1 +1 +C2 +1i 60.00Dx 38.375 48-OW 50.525 SCOW 60.OW 63.000 1+C2 +1 +C2+1 2 1 +C2 +1+C1 +1 2 1+C2+1+C2+lli 1+C2 +1+C2 +1 3 1 +C2+1+C2+1 3 1+C2 +1 +C2 +11 1+C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1+C2 +1+C2 +11 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 1+C2 +1+C2 +1 1+(12 +1 +C2+1 3 1+C2 +1+C2 +1 3 1+C2+1+C2 +1, 1+C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 i+C2+1 +C2+1 86.000 x 38.375 48.000 5D.M 54.000 6D.00 63.000 1+C2 +1+C2 +1 2 1 +C2+1+C2 +1 2 1+{2+1+C2 +1' 1+C2 +1+C2 +1 3 1+02 +1+C2 +1 3 1+C2 +1+C2 +1 1 +C2+1+C2 +1 3 1 +1+{2 +1 3 1 +C2 +1+C2+t 1+C2 +1+02+1 3 1 +1+C2 +1 3 1+C2 +1 +C2+•1, 1+•C2 +1+C2 +1 3° 1+CL+1+C2 +1 3 1+C2 +1+C2+1 1 +C2+•1+C2 +1 3 1+C2 +1+t2 +1 3 1+C3 +1 +C3+1 74.000 x 38.375 48.000 50.625 54.0W 6D.0W 63.000 1 +5+1+t2 +1 2 +C2 +1 +C2+1 2 1+C2 +1+•C2 +1 1 +C2 +1+C2 +1 3 1+02 +1+•C2 +1 3 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2 +1+C2+1 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 i+C2 +1+C2+1 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C3 +1 +C2+1 1 +C2 +1+C2 +1 -3 1+C2 +1+C2 +1 3 1+C3+1 +C3+1 84.000 x 38.375 48.000 50.525 54.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +C2+1+C2 +1 2 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 3 1+(2 +1+C2 +1 3 1+C2+1+C2 +1 1 +C 2 +1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2+1+C2 +1 1+C2 +1+C2 +1 3 1+C.2 +1+C2+1 3 i +C3+1+C3+1 1+C2 +1+C2+1 3 1 +C2 +1+42 +1 3 1 +C3+1 +C3+1 1 +C3+1+C3+1 3 1+C2 +1+C2 +1 31 1 +C3+1+C3+1 85.437 x 38.575 48.000 50:625 54.000 6D.0W 63.000 1 +C2 +1+C2+•1 2 1+C2 +1+C2 +1 2 1 1+C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1+•C2 +1 31 1 +C2 +1+C2 +1 1 +C2 +1+C2+1 3 1 +C2+1+C2 +1 3 1 1+C2 +1 +C2 +1 1 +C2 +1+01+1 3 1+C2 +1+C2 +1 3 i +C3+1 +C3+1 1+C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1+C3 +1 +C3+1 1+C3+1 +C3+• 1 3 1 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 RwadBy. J..L DOW !017111 Rawwwc I E tJ0 _TM S iWT GLASS TYPES C.D.E.F.L.I.K. L 2.3. WOOD 1 2. CONC 1 1. In HEAD & SILL HEAD & SILL 2 HEAD & SILL 1+C2 +1+C2 +1 2 1 +C2+1+C2 +1 2 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 3 1+C2 +1+•C2 +1 3 1 +C2+1 +C2+1 1 +C2 +1+G2 +1 3 1+C2+1+C2 +1 3 1 +C2+1 +C2+1 1 +C2+1+C2+1 3 1+C2 +1 +C2 +1 3 1+C:2 +1+C2 +1 1 +C2+1 +C2+1 3 1+C2 +1+C2 +1 3 1+C2+1+C2 +1 1+C2 +1 +(; 2 +1 3 1 +C2+1+C2 +1 3 1 +C3+1+C3+1 1+C2 +14= +1 2 1+C2 +1+C2 +1 2 1+C2+1+C2 +1 1 +C2 +1+C2 +1 311+C2+1 1 1+C2 +1 +C2 +1 3 1+C2 +1 1+{2 +1 +C2 +1 311+C2+1 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 1+C2 +1+C2+1 2 I 1+02+1 +C2 +1 1+C2 +1+C2+ 1+C3 +1 +C3+1 3 i +C2 +1+C2 +1 3 1+G3+1 1+C2 +1+02+1 2 1 +C2+1+{2+1 2 1+C2 +1 1+(2+1+(2 +i 3 1+C2 +1 +C2+1 .3 1+d2 +1 1+G3t1+•C3 +1 3 1+C2 +1+02+1 3 1 1 +Gi+1+C3+1 1 +C3+1+C3+•1 3 1+(2+1+12 +1 31 i+C3 +1 +C3+1 1 +C2+1+C2 +1 2 1+(2 +1+C2 +1 2 1+{2 +1+C2 +1 1 +C2 +1+C2+1 3 1+C2 +1+C2 +1 3 1+C3 +1+C3 +1 1 +C2 +1+C2+1 3 1+C2 +1+(2 +1 3 1+C3 +1+(3+11 1 +C2 +1+C2 +1 3 1+C2+1+C2 +1 3 1 +0+1+C3+1; 1 +C3+1+C3+•1 3 1+C2 +1+C2 +1 3 1 +C3+1+C3 1'. 1+C3 +1 +C3+1 3 1+C2 +1+C2+1 3 1 +C3 +1 +C3+1' 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 2 1+C2 +1+C2 +1 1+C2 +1+(2 +1 3 1 +01+1+(2 +1 3 i +C3+1 +C3+1 1•+1'.2 +1+02 +1 3 /+C:2 +1+C2 +1 3 1 +C3+1 +C3+1 1+C3 +1+C3+1 3 1+C2 +1+02+1 3 1 +C3+1 +C3+1 1 +C3 +1 +C3+1 4 1 +C3+1 +C3+1 3 1+C3 +1+C3+1 1 +C3 +1 +C3+1 4 1 +C3+1 +C3+1 3 1+C4 +1+C4 +1 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 2 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 1+•C2 +1+C2 +1 3 1+C2 +1+C3 +1 1 +C2 +1+C2 +1 3 1+•C:2 +1+C2 +1 3 1+C3 +1+C3+1 1 +C3+1+C3+1 3 1+C2 +1+C2 +1 3,1+C3 +1+03+1 1+C3 +1+C3+1 4 1 +C3+1+C3+1 3 1+C4 +1+C4 +1 1 +C3+1+C3+1 4 1 +C3+1 +C3+1 3 1 +C4+1+C4 +1 62"1 D 1G CAP TO BE• 7BY�SW +30FTAf0TF- R 4115107 C LnMA7E TABLEA SBECT VAWES DUE TOAAfC LM 2128 8 tx 3/2M NOTES: a TECM M. K 3 r OR►vE NOKOMIS FL 34275 P.O. BOx 9529 NOKONHS. FL 34274 1 V"& $koff 1. ANCHOR TYPES: 1 -114' ELC O TAPCONS 2 -114" ELCO SS4 CRETE+ -LEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYRES: AD A. 5116- LAMI - (118" A,090. lAr A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116" LANAI - ( 118 - A,090,1B° HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5/16- LAMI - (1/8- HS.J=. lAr HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7116 - LAMI- (3/16- A.J=. X16° A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116- LAM[ - (3!'16- A,.0W, 311(" HS) F. 7116 - LAMI - (3116- HS.A=. 3116- HS) G. 13116- LAMS IG - 118.OR 3116- A (MIN. SM6.OR 318- SPACE. 5116- LAMI - (118 -A 090,118-A) H.13M6- LAMI IG -11W OR 3/1G' A (MIN.), 5116. OR 3V SPAC F- 5MW LAMI - 0!8- A-=. V8" HS) 1. 13!16- LAMI IG -118" OR 3118- A (MIN.), 5/16.OR XW SPACE, 5/16- LAM - (118" HS,.090.1A" HS) J.13/16- LAM11G -118" OR 3116 - A (MIN.1 3116" OR 1W SPACE, 7116 - LAMI = (3116 - A,M0. 3/16 - A) K.13f16- LANAI IG -118" OR 3f16" A (MW.), 3116.OR 114- SPAC F, 7116- LAAA1- (311(- A,.C*D, 3/16' HS) L 13/16° LA1i111 IG -118' ! 3/16- A (MIN.). 3f16" OR 114- SPACE, 7115- LAMI -(3116- HS,.=, 3116- HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED CAN THE FCXLOWWG DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10112- MAX. CSI EACH SIDE OF MEETING RAIL CENTERLINE 25 314- MAX. FROM CORNERS JAMBS: 9- MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X 1 +C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND Sp1 ANCHOR QUANTITIES A CLUSTER OF (3) AN0i0RS CENTERED ON EACH MEETING RAIL. PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL. AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 25 3W MAX. --� 1---3- MIN. 9° REF. X O X T- - - - MTG. RAIL. TYP. EXAMPLE CLUSTER Wl QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 314" MAX 1 112° It--3- MIN. R 9" REF. X O X T MTG. RAIL, TYP.- I EXAMPLE CLUSTER Wl QTY. OF (4) ANCHORS =I•ANCHORAGE SPACING, XOX (9)3.113 -913) mm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "via I NTS 1 9 - 11 ! 4127 -10 1 E as i'Mada 11111111, EN y1C a s 7k No. 587055 F '1111 111` A. LYNN NE P.E.# 56705 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: i -114° ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16' LANAI - (118' A..090, 'l18' A) ® FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116' LAMI - (118° A,. 090.118' HS) FT. GLASS TYPES G - L SHALL HAVE A 1 C. 5116' LAMI - (•US° HS,. 080.118' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16' LAMI - (3h&' A,.09% 3H6- A) ANCHOR QUANTITY REMAIN UNCHANGED. E 7116 - LAMI - (3116' A..090.3116' HS) F. TKW LAMI - (3116' HS,�=, 3V18" HS) G. 13116- LAM! IG - 118.OR 3116' A (MIN.15N8. OR 318' SPACE, 5116' LAMI - (118° A..0 lAr A) H. 13116 - LAMI IG -118" OR 3h6- A (MIN.), 5116' OR 3M- SPACE, 5116- LAMI - (118° A,M 'LA° HS) 1. 13(16- LAMI IG -118" OR 3116 - A @AN.). 5hir OR 30 SPAM 516- LANAI - (118° HS,A90.1i8' IS) fi L J. 13t16' LAMI IG -1I8. OR 3/16- A (MIN.j 3116' OR 1W SPACE, 711AW - (3h6- A,.090. 3N8- A) K 13116' L.AIW IG- 118" OR 3 MOO A (MMI.). 3h8. OR U4' SPACE. 7118- LAMI - (3/18 - A,.090, 316- HS) L. 13116' LAMI IG - 118.OR 3f18° A(M[N.), 3116. OR Or SPACE, 7116' LAW -(3h6' HS,090, 3116' HS) � *v 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE HEAD & s1u: 101/r MAX ON F�,cH s!o>= OF MEETING RAIL CENTERLINE. 18 3W MAX. FROM CORNERS. JAMBS: Ir MAX. FROM C AND 22 vi- MAX. O.C. TABLE I(EY: O X 12+C3+21 3 I-•-ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES ANCHORS A D OF {3} �D CMI THE MEETING RAC CENTERED PLUS (2) ANCHORS AT OPERABLE VENT ANCHORS RS O FIX A SECTION. (7) TOTAL AT HEAD AND SILL (3" MPL O.C. ANCHOR SPACING) 8314- MAX. --►� l-, -3- MIN. 8- REF. X O FR=UC REyL4M MTG. RAIL BnOdb lyiadc EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AccopMMW (SHOWN IN TABLE KEY ABOVE) ^ >Dte> a ua 18 3V4" MAX. 1 112' TYP. h--3- MIN. g- REF. x 0 �`''�•Y•Y�1��'�. - =* :' No. 58705 •: RAIL AMPLE CLUSTER W/ QTY. OF (4) ANCHORS � -0 '.• � RaST ANfCHC7RAGE SPACING, OK AND XO WtAt!?L7WS '.�'�•s; ••.!2ORIV • •' ALLIM. HORIZONTAL ROLLER ININ DOW, IMPACT /',,S /ONAI- 10 � � � ,a,. I�I�J��I I A. Pte' "' RE Bower W710 ALTS 10 a 11 4927 -10 E ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K, L 2.3. WOOD 2, CONC 1, CONC Z3, WOOD 2, CONC 1. CONC ZONES ZONES 20NES ZONES ZONES ZONES S WINDOW IZf W V H Q J w to m g ' = atf CO 2 ' = 00 m 2 'j-' v) 0,6 m X � to = oiS m 2 ' F0 = ots m g 7 37.000 x 38.375 48,0000 50.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +(2 +1 2 1+C2 +1 2 i +C2 +1 2 1+C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1+C2 +1 3 1+C2 +1 3 1 +C2+1 3 1+C2 +1 3 1 +C2+1 3 1 +C2+1 3 1 +(2 +1 3 1+C2 +1 3 1 +132+1 3 1+C2 +1 3 1 +C2+1 3 1 +C2+1 3 1+C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +132 +1 3 1 +132 +1 3 1 +133+1 3 1 +13 2 +1 3 1+C2 +1 3 1+C3 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 I+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 411000 50.525 54.000 60.000 63.000 1+C2 +1 1 2 1 +C2+1 2 1+C2 +1 2 1+C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +132 +1 3 1+C2 +1 3 9+C2 +1 3 1+C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2 +1 3 1+C2 +1 3 1+C3 +1 3 1+132 +1 3 1 +132 +1 3 1 +G3+1 3 1+132 +1 3 1 +132+1 3 1 +133+1 3 1 +C3+1 3 1+C2 +1 3 1 +C3+1 3 1 +C3+1 3 i +C2 +1 3 I+C3+11 3 1 +C3+1 3 9 +C2+1 3 1 +C3+1 3 1+C3+1 3 1+C2 +1 3 I+C3+11 3 53.125 x 38.375 411000 50.625 64.000 60.000 63.00 1+C2 +1 2 1 +C2+1 2 1 +C2+1 2' 1+C2 +1 2 1 +C2 +1 2 1+C2+1 2 1+C2 +1 3 1 +C2+1 3 1+C3+1 3 1+C2+1 3 1 +C2 +1 3 1 +C3+1 3 1+C2 ±1 •3 1+C2+1 3 1 +C3+1 3 1 +C2 +1 3 1+C2 +1 3 1 +C3+1 3 1+C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+ 3 9+CZ +1 3 1 +C3+1 3 1 +C3+1 4 1 +C2+1 3 1 +C 3+1 3 1 +C 3+1 4 1+C2 +1 3 l+C3 +1 3 1 +C 3+1 4 +C3 +1 3 1 +C4 +1 -3 14C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 50.000 x 38.375 48.E 50.625 54.000 60.000 63.000 1+C2 +1 -3 1 +C2 +1 2 2 +C2 +2 2 1 +432+1 3 1+C2 +1 2 2 +C2+2 2 1+132 +1 3 'f +C2+1 3 2 +C3+2 3 1+C2 +1 3 1 +C2+1 3 2 +C3+2 3 1'+C3+1 1+C2 +1 3 2+C3+2 3 1+C3 +1 3 1 +C2+1 3 2+C3 +2 3 1+C3+1 4 1+C2 +1 3 2 +C3+2 3 1 +C3+1 4 1 +C2+1 . 3 2 +C3+2 3 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2+C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 ±C4 +2 4 1 +C3+1 4 1 +C3+1 3 2 +C4 +2 4 66.000 x 38.375 48.E 50.625 54.000 60.000 63.000 2+C2+2 .3 1+C2+1 2 2+C2+2 3 2+C2 +2 3 1 +C2+1 2 2+C2 +2 3 2+C2 +2 4 1+C2 +1 3 2+C3+2 3 2+C2 +2 4 1 +132+1 3 2+63+2 3 2+C3+ 4 1 +132+1 3 2 +C3+2 3 2 +133+2 4 1+02+1 3 2 +C3+2 3 2 +C3+2 4 1 +C2+1 3 2 +,C3+2 4 2 +C3+2 4 1 +432+1 3 2 +C3+2 4 2 +C3+2 4 1+C3+1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 2+C3+2 4 1 +C3+1 3 2+C4 +2 4 74.000 x 38.375 48.000 50.525 54.000 60.000 63.000 2 +C2+2 3 2 +C2+2 2 2 +C2+2 3 2 +C2 +2 3 2+C2 +2 2 2+C2 +2 3 2 +C3+2 4 2 +C2 +2 3 2 +133+2 4 2 +C3+2 4 2+C2 +2 3 2 +C3+2 4 2+133+2 4 2+132 +2 3 2 +133+2 4 2 +133 +2 4 2 +132 +2 3 2 +133+2 4 2 +C3+2 4 2 +C3+2 3 2 +C4 +2 4 2+C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4+2 4 2 +C3 +2 5 2 +C3+2 3 2+C4 +2 4G 2 +133+2 4 1 +133+1 3 2 +134 +2 4 2+134 +2 5 2 +133 +2 4 2+134 +2 5 .l J. 1WI7111 E NO CilAVW Th9S Sf�T aa�o rECaiNOZ Nox�a�s. P-0.sMWM noxoaa�s. ocr FL FL 3W4 ow�re J� N2Q111 n CAP To T TNOr� F.IC 411&07 C CHaTAMER`TOA8SgECTYAWE6D ETOAAil�MCAP. V4w*b a sy FJC a-roc 21 W. 6;* &2 114' MAX. SHIM 1" MIN. WOOD ANCHOR, NOTE 2 114' MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER —1 114' MIN. DISSIMILAR MATEWALS SHALL MEET THE REt2U1twxAENTS OF FLORIDA BUILDING CODE (1.5 KSI CMU) o OR PER NOTE 1 (3A KSI CONCRETE) ml a i 1 314° EXTERIOR INTERIOR MW. ED (HEA Sc SILL DETAILS A, B. C. D. G S H) TYP. 2x WOOD BUCK, NOTE 3 —► 1x WOOD BUCK, NOTE $ INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F S 0 TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE WOE NOTE 1 NOT 114° MAX SHIM • •-NOTE 1 ' 1314" MIN. - MIN. 3.4 KSI ED. TYP. • • CONCRETE 2x WOOD DETAIL.0 Bum NOTE 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 1tVh17111 I E I Af0 CMNGE TM SM5fT 1/4" MAX. SHIM SEE Ml-;FMIN. NAILING SEE NAILIN DETAIL H (HEAD) NAILING .131 DNA. MIN. x 2112" NAIL AT CORNERS AND S' O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS e ttcmoLOC�r t>w� ANCHORAGE DETAILS iJWC0W.% FL 34275 TAK T ALUM. HORIZONTAL ROLLER WINDOW IMPACT P.O. Bt1X 9529 ' NO OM. FL 34274 Vbi* Better J'"" Hof s "► 1 .Oft -90 E as coaglyft vra the Flow Bonding Code A cel+To 1 04 M�iauii Pmdud ,,111111 LYNN QIj * ' No. 58705 STA \ % ZONALE � A. LYNN t lu.a RE P.E.1158705 — I 314" MIN. E.Q. TYP. NOTES: MIN. 3.4 KSI MI 1. FOR CONCRETE APPLICATIONS IN MIA-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114" ELCO _ NOTE 3 1318" TAPCONS EMBEDED 1318" MIN. OR 114' SS4 CRETE-FLEX EM BEDED 1314' MIN.. MINIMUM DISTANCE FROM • y MIN. ANCHOR TO CONCRETE EDGE IS 1 314`. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. .� _- .;� NOTE 1 } � 1x WOOD ' Q 71 " 2 FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR V4" SS4 CRETE -FLEX WITH #'12 TRIMFIT HEAD. OTT 3 NOTE 3 .. 114' 1/4' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE- MAX MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 VT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHWA BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUAAIINM THE MATERIAL SHAD. BE A MINIMUM STRENGTH OF 6063 -75 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL. B OF 118' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOYM IN THESE DETAILS FOR 2x WOW BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESim PRESSURES AND*kCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114' MAX. SHIM 1" MIN. WOOD ANCHOR, NOTE 2 114' MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER —1 114' MIN. DISSIMILAR MATEWALS SHALL MEET THE REt2U1twxAENTS OF FLORIDA BUILDING CODE (1.5 KSI CMU) o OR PER NOTE 1 (3A KSI CONCRETE) ml a i 1 314° EXTERIOR INTERIOR MW. ED (HEA Sc SILL DETAILS A, B. C. D. G S H) TYP. 2x WOOD BUCK, NOTE 3 —► 1x WOOD BUCK, NOTE $ INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F S 0 TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE WOE NOTE 1 NOT 114° MAX SHIM • •-NOTE 1 ' 1314" MIN. - MIN. 3.4 KSI ED. TYP. • • CONCRETE 2x WOOD DETAIL.0 Bum NOTE 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 1tVh17111 I E I Af0 CMNGE TM SM5fT 1/4" MAX. SHIM SEE Ml-;FMIN. NAILING SEE NAILIN DETAIL H (HEAD) NAILING .131 DNA. MIN. x 2112" NAIL AT CORNERS AND S' O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS e ttcmoLOC�r t>w� ANCHORAGE DETAILS iJWC0W.% FL 34275 TAK T ALUM. HORIZONTAL ROLLER WINDOW IMPACT P.O. Bt1X 9529 ' NO OM. FL 34274 Vbi* Better J'"" Hof s "► 1 .Oft -90 E as coaglyft vra the Flow Bonding Code A cel+To 1 04 M�iauii Pmdud ,,111111 LYNN QIj * ' No. 58705 STA \ % ZONALE � A. LYNN t lu.a RE P.E.1158705 .1. GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A 7/16' LAMI CONSISTING OF (1) EXT. LITE OF 3116- ANNEALED GLASS AND (1) INT. LITE OF 3/16` HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) mw w fNTERLAYER TEST REPORTS Fit -4159 AND FTL -4161. :,NONE TOG KMMES AWMWERE 7YPE570NO7E 1 i>,_ MOTET. B. 7/16- LAMI CONSISTING OF (2) L [TES (1 EXT., 1 IND OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3116' ANNEALED GLASS AND (1) INT. LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7116- LAMI CONSISTING OF (2) L.ITES (1 EXT.,1 INT.) OF 3116- HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR NOA DRAWING MAP H SAFLEXKEEPSAFE MAXIMUM PVB. TEST REPORT" FTL -4171. SHEET N A 34M GENERAL NOTES_......_._ 1 E. 11116' LAMI LG. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 7116' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE GLAZING NOTE DETAILS ....._..... 2 THE 7116' LAMI COMPONENT LS ITEM C ABOVE. TEST REPORT FTL -4162. DESIGN PRESSURES....... 3 ow ELEVATIONS ..................... 4 F.1 1116- LAM[ I.G. CONSISTING OF (1) LITE OF 3116- TEMPERED GLASS OUTSIDE, 7116- AIR SPACE AND (1) 7116 - LAMI GLASS ASSEMBLY INSIDE CONFIGURATIONS........... 4-5 THE 7116' LAMI COMPONENT IS ITEM D ABOVE TEST REPORT FTL- 4162. VERT. SECTIONS......,...,_ 6,8 HORIZ SECTIONS............ 9-11 G. 9/16- LAMI CONSISTING OF (2) LITES (1 EXT., i INT.) OF 114- HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. PARTS UST......NS..._...„.. 9- P.LL nw im N010?W FL 34274 TEST REPORT F71- 4163. EXTRUSIONS..........._....... 13-14 ANCHORAGE _ ...................15 -19 2 CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. m wam 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) tree ansos A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02 PRODuCTP. - asm tbt Visiblj Better A'oo7 l t .pc B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300402 Eamon DmAdi421g 1 a 99 Jay 4. ANCHORAGE THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEET'S 15 THROUGH 19. Pme `"''� Cu�rod Division j 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FT L- 4159, FTL -4161; FTL -4162, FTL -4163, FTL- 4171, FT-L-4454, FTL -4624 AND FTL -1084. ELCO TEXTRON NOT: 64 -0721 A1, 03-0225.05 ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIESfMODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. y IPRODUCMENEWED 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY -1 HURRICANE ZONE (HVI�IZ). Sy iO4— 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. nirisiam 3 f�/ mw w G :,NONE TOG KMMES AWMWERE 7YPE570NO7E 1 i>,_ MOTET. GENERAL NOTES AND MAP WNW H YEXTA .. CFG[AS3 F tVW t: N A 34M m Ar c ALUM_ SLIDING GLASS DOOM IMPACT ow �'°°` NO CHANC,�E7M 3t�T P.LL nw im N010?W FL 34274 Lucas A Tarter, F.E. PE ffi 8201 Mechardeal m wam maws—y. ij. tree ansos Visiblj Better �DT30 NTS 1 a 99 miaow ¢Q( j-i j EXTERIOR 7116" NOM. 3116" ANNEALED GLASS 49 46 .090 SGP INTERLAYER 3/16' HEAT STRb. GLASS .591 NOW GLASS BITE 16 7/16" LAMI GLASS EXTERIOR I• , IE 16 7/16" LAW GLASS 49) (46 ,r— 44 52 P), GLAZING TYPE A — 7116" NOM. 39 — 3116" HEAT STR'D. GLASS —.090 SGP IN" ERIAYER — 3116" HEAT STR'D. GLASS .591 NOM. GLASS BITE P), GLAZING TYPE B — 7116° NOM. — 3116" ANAtEALEt GLASS —.M PVB KrERLAYER (NOTE) 3116" HEAT STM. GLASS EXTERIOR 42 3116" TEMPERED GLASS AIR SPACE 3116" ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3/16" HEAT STR'D. GLASS .591 NOW GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE PVB INTERLAYER IS DUPONT BUTACITE OR MAXIMUM. EXTERIOR 7116" NOM. 41 3416" HEAT STRD. GLASS .090 PVB INTERLAYER (NOTE) 49 46 3J16" HEAT STR'D. GLASS - EXTERIOR .591 NOM. GLASS BTiE -5 m- 7116" LAMI GLASS (PVB), GLAZING TYPE D 16 52 7/16" LAMI GLASS (PVB), GLAZING TYPE C WNW i H FA 1 lW3W 1 I jWQWWTM&fi5Er rne�c .tt V t7�Mc Fic 6"/16/04 mw 57) (46 1 1116' NOW 43 3116" TEMPERED GLASS EXTERIOR AIRSPACE 3116" HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 51 3116" HEAT STR'D. GLASS 47 .591 NOM. GLASS BITE 16 � 52 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F i 16 9116" LAMI GLASS (SGP), '0 TSMINVOLDGYDRW GLAZING DETAILS P lm ALUM. SLIDING GLASS L MOMMM FL 3W4 jIsl* Better a rMumtea t Aare =me sGDm 2 of 19 PRoD 0 9116" NOM. O 114' HEAT STR'D. GLASS .090 SGP INTERLAYER 114" HEAT STR'D. GLASS PRODUCT REKEWED . Zotg -591 NOM. �. . PW&4 Coc[. GLASS BITE Dh 44 52 r GLAZING TYPE G 3�I /T IMPACT U=s a s. PE r' R'1e PE #5M 440&1 I •L 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH (REINFORCEMENT REQUIRED) TABLE 1. A. FTL.4159, F7L -4161: 7/16 LAMI (3/16A EXT. +.090 SGP +3 116HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL-4163, FTL -0161: 7/16 LAMI (3J16HS EXr. +.090 SGP +3 (16HS INT.) G. FiL-4163: 9/16 LAMI (1 /4HS EXT. +.090 SGP +1 /4HS INT.) CL g w DOOR HEIGHT PANEL 1 WIDTH O 180-(6) 84" (70) 90" (76) 96" (8p) 102" A 108" W) 114" (96) 120-(10) 24" AB, +70.0 70.0 +70.0 70.0 +70.0 1 70.0 +70.0 70.0 +60.0 -60.0 +60.0 -W.0 +60.0 -60.0 +60.0 1 -60.0 30" AB, +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +60.0 - 60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 36" 3a A, B, +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +60.0 50.0 +60.0 50.0 +60.0 - 60.0 +60.0 -60.0 42" {36j A +70.0 70.0 +70.0 70.0 +70.0 70.0 +69.5 - 69.5 +60.0 -60.0 +60.0 -60.0 +59.8 59.8 +57.9 57.9 B,G +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +60.0 - 60.0 +60.0 -613.0 +60.0 -W.0 +60.0 -60.0 48" ) A -+70.0 70.0 +70.0 70.0 +68.0 - 68.0 +62.5 -62.5 +58.0 58.0 +54.4 -54.4 +51.7 51.7 +49.9 -49.9 (40 B,G +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 " A +70.0 70.0 +6'8.5 - 68.5 +62.9 -62.9 +57.5 57.5 B,G +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 (4s) NOT AVAILABLE 60" (5P) A +66.2 - 66.2 +628 -62.8 1 +58.8 -58.8 +53.9 53.9 B,G +70.0 70.0 +70.0 70.0 +70.0 1 70.0 1 +70.0 70.0 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH TABLE (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) C FTL -4171: 7/16 LAMI (3116A EXT. +.090 PVB +3/16HS NT.) D. FTL -4171: 7/16 LAMI (3116HS EXT. +.090 PVB +3/16HS WT.) E FTL- 4162:1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXr +.090 PVB +3/16HS INT.) F. FTL- 4162: 1.1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16HS EXT. +.090 PVB +3J16HS INT. NOM• co a DOOR HEIGHT WIDTH d i-- 8tr (6 i W (70) g(" (7) 96" (8� +80.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 =80.0 24" (2°) E,F [30- (2�) �'D' +80.0 -80.0 +80.0 50.0 +80.0 -w.0 +80.0 -80.0 36" (3� C'D' I- F +80.0 -80.0 +80.0 -m.0 +80.0 -w.0 +SD.O -80.0 EQUAL TO 1. (3� CE +80.0 -80.0 +78.7 78.7 +74.7 74.7 +69.5 -69.5 D, F 1 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 1 +80.0 -80.0 C,E +76.8 76.8 +73.2 73.2 +68.0 -68.0 +62.5 -62.5 SEE NOTE 1 SILL HEIGHT POS. DESIGN PRESS_ 3.500' +80 PSF 2713" +40 PS 2437" +40 PS 90° CORNERS REQUIRE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. C�7:1i�C`3i:1 I OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1. 0 � n OR GREATER SEE NOTE 1 D,F +80.0 -80.0 +80.0 -w.0 +80.0 -80.0 +80 NOTES: 1. FOR DOORS WITH 243W OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 1 AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. iQrradir. Dift AArM- CaOA TAMESWMTA&ELADD MVT'APPLIG98Uff O�apse FJC wtv, ANr MTOALLTAB LMIaEVJSE'AIMMAWAODOMVi4 i30EEML Dow ft*b s aAIAfFymmE,DooRsmAmOCrANreFAL� l07U7EdAAA7tOf31'OPNE DESIGN PRESSURES FJC lmew H NOW I S U Hr. TA&&fiD PAA®2NOTFAWADV AWE . AVIa MO FL 3WV .me ' ALUM. SLIDING GLASS DOOR IMPACT FJC 7 I laEiFSEDPTABW)CFZUAT/NODESIGM mES Po fiG lxw f"4 rL L AKNOWASL FL 54774 jlb, Bctwr aswn�a t sic shot fb c SGD730 FWA 3 or 19 4406 -1 1 MODUCT RE%r7SM natfiu BuH&V CO& DmA! Mimi P... Coou d DWisim is ggau_ W.�, :at L7usicsa No ►q By - OX- '3 /(Aar Lucas A. Tamer. RE PE1 Mechaniced . s IN 8e CONFIGURATION PANES TRACKS CORNER O 1 Z Xp or OX 1 2 J OX or XD BY -PASS 2 2 R c 000 2 2 NA AX BY-PASS 2 2 �q�C �AF0Mj" TI #0=5A V d OXor 00 2 2 "i`�` XOX BY -PASS 3 2 .0 000 3 2 adr*s.r St�T3D OX0 BY -PASS 3 2 NA Pm or OX(p 3 2 OXXorX)V BY -PASS 3 2 OOXorX00 BY -PASS 3 3 OXX or X)0 BY -PASS 3 3 )=BY-PASS 3 3 0mor mb 3 1 3 I OX>ItJ BY -PASS 4 2 NA 0000 or Pmv 4 2 pX=or)000b BY -PASS 4 1 2 1 J Ef JE I �" I Df ID F JCKET a POCKET /� � b -J D 391/4° Br �B GG 1 Tom. t MAX. HOR MAX. HORIZ. DLO MAX. HORIZ. DLO TYP., SEE NOE 6 TYP, SEE NOTE 6 TYP., SEE NOTE 6 pX OR Xp XXp OR pXX FIXED PANEL CUP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS MAX. HORIZ. DLO X00001 BY -PASS 5 3 NA TYP.. SEE NOTE 6 X)0000(P ASS 6 3 NA XO OR OX PX*00000(P 8 4 NA "O00000C 8 4 NA DLO HEIGHT = DOOR HEIGHT - 71/4" TABLE 3. (LOWER CASE p REPRESENTS POCKET) DLO WIDTH = NOM. PANEL WIDTH - 4 9116' NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER .INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4} 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48' NOM. WIDTH PANELS IS 10 FT. (120`). , MAX. HEIGHT FOR DOORS WITH UP TO 5 FT. (60') NOM. WIDTH PANELS IS 8 FT. (96"). SEE TABLE 3 ABOVE. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120') DOORS IS 112 314' MAX. AND FOR 8 FT. HIGH (9n DOORS IS-88 3W MAX. {MAX BL{0 - "ff- =- 14')- - - -- - - 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60' WIDE PANELS IS 55 7116" MAX. AND FOR 4 FT. (48' WIDE PANELS IS 43 7/16" MAX. ( MAX. DLO WIDTH= NOM. PANEL WIDTH - 49116-) 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS. SEE SHEET 10 FOR DETAIL VIEW. DLO, SEE NOTE 6 IF Ar JA I l I /// DLO. MAX. HT. SEE SEE H� JH OXO MAX. HORIZ. DLO TYP., SEE NOTE 6 pXXXO OR OXXXp 0 't lK A A ri EXAMPLE OX XO 90° OUTSIDE CORNER Ar Fx aaLw R c AVDqqDE0tWT00=VWLA6&& AWV44AjpLEC iLtYATM sasarnnrrrore2 w7oT�t,o�orvwvF NDlCahl�, FL 8016 P.aeaattsss Ft sms FXAMPLEF"ATM & 00AFIGMTMDOEM ON Fx arc I&VBW N �q�C �AF0Mj" TI #0=5A V d =ke ALUM. SLIDING GLASS DOOR IMPACT %c Fx now "i`�` NOCJiMmTfASalw FJC wa w .0 4VM Vulbiy Bertrer adr*s.r St�T3D s� NT$ �e..e 4 - 19 arrvf 4406 -1 ti,e I NOTE 5 NOTE 4 SEE NOTE 7 "�� `uo � Fib , ►j .06 �8��'D�ww*;?0D¢/ Byl ,e"7y—, -e�- 31fiiot Lucas A. Turner. P.E PE #mm r • 1 G fr11 ■! - !�.`� _G: t_ •,• 'fl ti • y , 11 _C Gr t_ .r1 /r ■� � � -CA .•f., • M'm IIGll» ■ ® _ I LD*O� f Cr �.Wm •• ■...— .-- _.- .— __....— 11 �fC ►1� • I.ti _Gi al_�• 'i•„ yaw ti _ _Cf r_•r 1 r _ • ,•• r.G � 1 m �_ 'tom MR # fC // i 1 ! C er _ •• r• e • r• 1 Gr -1_ _ • • • ■ .• U• Cam. • •. _ • ■, • • 1_C _ • tom: ,:,�� t � �:` - -- -- �� •v _ � C t � r• +• r_C i I .n__. ..... .... ..... . - -':. fC /1. • . - . tom. —;� ... _C I . ,•• r_G i • .a. a - r• 1_e I 1 yr• J EXTERIOR TYP. VERTICAL SECTION SHOWING ONE - ACTIVE PANEL AND ONE FIXED PANEL twsw ;ON H IAW O . ASTRAGAL SIDE RAIL EXTERIOR :NOTE IVE OPTIONAL, AVAII.AI ALL ORIGINAL 2 TR CONFIGURATIONS NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. ASTRAGAL SIDE RAIL w �a-}106& owl" code tic No By Ls > d. m.A- PpoDucr xM ,,,*,no.yzMwlQCwnoridQ Rta ft co& SEE NOTE oy • �`f' ABOVE' miad M& No&, lid Dir:siaQ c] EXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO'ACTIVE PANELS 1mv MckovoLow VERTICAL SECTIONS ORIGINAL 2 TRACK MOKOMM, FL 3C mw 1= ALUM. SLIDING GLASS DOOR IMPACT tVKM= A34274 ysi* Bed a rrneec &ore am* v sw7w 112 1 6 a 19 4406 -1 3 / /livv Lauri A Turner, P.E. e PE9 I Mecfierrkal .L. 10 1104 ASTRAGAL SIDE RAIL EXTERIOF SEE NOTE ABOVE W" ,LTERNATE 2 TRACK FRAME W/ SCREEN FLAIL VOTE: TEAR 61 OR 6Z, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. IEFER TO NOTE 1 AND SILL HEIGHT 'OSITIVE DP TABLES ON SHEET 3 FOR 'OSITIVE DESIGN PRESSURE MNSIDERATIONS FOR VARIOUS SILL -WEIGHTS. ASTRAGAL SIDE RAIL p•.�q?. , ELL -x ss--- D Ar" O 02=a5w b > 35 I ffi,wVbiq_-%vftftFlod& 2713" C6 PO ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL IIVTERiOR� TYP. VERTICAL SECTION SHOWING ONE t� SECTIONS .TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN FX IMM7 I H F.K ommnw DAW Q�eakt FX I MaW .rr Z , D 61 SEE NOTE ABOVE 3 //l /mss' VER77CAL SECnavS, 2 TRACK NOM PD. Bm A,., ALUM. SLIDING GLASS DOOR IMPACT ACKOM R 3W4 V/� B off a d wort sore ae.e asrvNo. IEwe SGDM 112 7 d 19 4406 -1 I Lucas A. Tumer, P.E. PE 95M Mechsrical EXTEROOF AS SIC )EE NOTE ►BOVE DF now 16 L— S16, S19 or S 2 24 <:1 EXTERIOR INTERIOR OPTIONAL ON 3 OR 4 TRACK FRAME � TYP. VERTICAL SECTION SHOWING (AU SECTIONS) TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK NOTE: ITEM 61 OR 62. SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. ASTRAGAL SIDE RAIL A =° °S Ewkzlm Ng, vi romad. d� 3.500` FA s71W o FW/NOIEMDSOtDCiHYDB�IYOTATJOfit� AMSXL #ff.. TAR EAWPOSfiNEOP TONOM 1070 T8�110LOC8!'GRIVF NOKOIfiS, FL 34216 P.O. am 1w Af0 R-Xff4 VERTICAL SECTIONS, 3 & 4 TRACK noww FJC oar !(87897 H ALUM. SLIDING GLASS DOOR, IMPACT FJC aftaw �. Z A0 7M� almmw FX now slf M rr amw vrs9s jia- * Bmw swm sort 112 61 - 8 d 18 �� 4408-1 aec 1 RENEwEQ $ ft Florida Lucas A- Tumer. P.E. PE #5=1 VAchanical t• O 18 DLOCATED AT VERTICAL CENTER,1 Y FROM TOP AND BOTTOM OF FIXED PANELS l (3) REQU 1 8, 66, 67, 68 or 71 ITEM 68 SHOWN 10 25 S18,S21 or S24 ITEM S24 SHOWN SECT. A A FIXED STILE AT JAMB (OUTSIDE) INTERLOCK REINFORCEMENTS REQ'D WJ USE OF TABLE 1, SHEET 3 X SECT. B—B DOUBLE & SINGLE INTERLOCK SECT. D—D MOVABLE INTERLOCK AT P—HOOK 0 ITEM 68 SHOWN T8, 66, 67, 68 or 71 ITEM S24 SHOWN S18,S21 or S24 TRAGAL REINFORCEMENTS Q'4 W! USE OF TABLE 1, ��-- .. w SHEET 3 SECT. E —E MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) MOVABLE STILE AT JAMB (INSIDE) HORIZONTAL SECTIONS 7 H MAYA- r4KE#M FMSaCT�l01NS".4WGQ ' 34278 FJC IM" t'011 Kocm iGE7mstrmr P.O. B= I= ALUM. SLIDING GLASS L10OR, IMPACT Dmmft.- Dde NOMM FL 3M4 Vcsdx& Better a.a.reroaet adc ab..t aoeiMpAs Fic Gt W4 .t,c 4nsw scv73v 112 9 d 19 4406.1 4 INTERIOR (ALL SECTIONS) EXTERIOR lu PRODUCT REVISED msQ=vb,kmwkhft 10G� ramni misioa X 0 PRCtr C rMwFn m c �h srrg w::h the Rmida ivli�si DadcPrc�cloa ep 3il�rv�' Lucas A Tww. P.E. w PE 119M I A INTERLOCK REINFORCEMENTS REQU WI USE OF TABLE 1, SHEET 3 I - - - -- -- ti. - - - - - -- rlAty - rUCtU 4UIVNUUKA1 IUN ' tt- DOUBLE & SINGLE INTERLOCK SECT. 7,- -F (NOT SHOWN IN SHEET 4 ELEVATIONS) MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL 3, 58, 59, INTERLOCK REWFORCEMENTS 27 3, 58, 59, 3, 58, 59, CENTER. IT FROM TOP AND REQ'D W! USE OF TABLE I, Ii M 68 SHOWN 60 Or 69 BOTTOM OF FIXED PANELS 60 or 69 SHEET 3 12 60 Or 69 (3) REQ'D 18 25 8, fib, 67, 68 or 71 I ffEM 68 SHOWN �IIim��! SECT. G-G FIXED STILE AT JAMB (INSIDE) r- IcAw I a.wwwc WSW 1 G AIOcm?l,1Evw&jwr PC Imw Rwi, . gffVAn If CtAR"nPrAftEJW3l3a9VWfMM w xw.woc 7?/t3A7T 1 W CHAlfW VWsffwr 6Ham rz 54 X� 11 w 01 ITEM S24 SHOWN F or 8,S21. S24 4 INTERIOR (ALL SECTIONS) EXTERIOR lu pROVIrT REVISED with s as,,,Oy > X ED A=CP== r--..------------- SECT. H -H SECT. 1-1 1 DOUBLE & SINGLE INTERLOCK OX MOVABLE STILE AT JAMB (OUTSIDE) �,. HORIZONTAL SECTIONS CONTINUED tui a Fac�evreaac AKV00AW FL 34275 ak ALUM. SLIDING GLASS DOOM IMPACT P.0.0=1=9 Lucas A Ttttne , P.E. AAOwurA FL Sam jrsu* Bemw a«r..wbe.m ae.ro ae.r f M / Sml sGWW 112 10 a 1s 440&1 aae I 3, 58, 59, 80 81 INTERIOR 2.360 �—j EXTRUSION SCALE: 114 60 or 69 REINF. REQ'D ' .125 1.700 3.41 W/ USE OF / TABLES 1 AND 2. SHEET 3 .0� 1.700 27 80 - PANEL CORNER BASE STILE MArL- 6063 -T6 TiIF DWG# 4433 m 81 - PANEL CORNER RECEIVER STILE REINF. REQ'D W /USE OF 27 MAT'L• 663-T6 TABLES 1 AND 2. SHT. 3 DWG# 4433 INTERIOR 82 2.502 .125 1.700. 27 ! E17 EXTERIOR 8O REINF. RECM W/ , 82 - PANEL CORNER LOCK STILE USE OF TABLES 1 MAIL- 6063 -T6 AND 2. SHEET 3 82 DWG#4433 81 I SECTION SCALE: 112 t PROMXTREVESW n« REINF. REil'D W/ _ � E�CTERIOR 360 Of 69, No USE OF TABLES 1 27 AND 2. SHEET 3 fly > DETAIL J - TYPICAL INSIDE 90° CORNER SECTION DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION v '' V" EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) G SEE DETAIL J ABOVE SILL WIDTH 2 TRACK = 42W 3 TRACK = 6.130' 4 TRACK = 8.038' SEE DETAIL K ABOVE EXTERIOR 1 i nwoucrgim- as cachd l0707Ep1NQ[OfiYDl�IVB N9 8.31776 P.Q D= tm < MOXC AWS R S W4 V#A & Beer EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY PANEL BY (4)PANEL DOOR (BY -PASS TO POCKET SHOWN) INTERIOR PLAN SCALE: NONE 0-0" CORNER DOM SECTIONS AND S(ML ION: mft ALUM. SLIDING GLASS DOW IMPACT srsbat 1*112 ri, thn+aMR Nwc - i9 4406 -1 I Nj Zolt ,;:el"- ;;7 3/ll /Ol Lugs A Turner. P.E. PE #58201 Mechanical ITEM DIN PGT # DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HELD 2 4386 7P4386 SWHEAD WEATHER STRIPING PAD 3 4303 64303 ORIGINAL FRAME, SILL 4 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FRED PANEL 6 4315 64315 THRESHOLD COVER 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155 -1 781 PQA #8 X 1" LG. S. STL QUAD/PHIL PAN HE 10 4306 612249 PANEL SIB RAIL 11 4383 64383 DOUBLE 8ffER1.00K 12 4399 64399 INTERLOCK 13 4398 64398 ASTRAGAL BASE 14 4380 64380 IFEMALE ADD-ON 17 4403A 64403A P-HOOK FOR POCKET DOORS 18 4362 164362 FDED PANEL CLIP 19 1235 167S16G WSTP .170 X270 BACK, FIN SEAL 20 4393 673936 WSTP .400 X.270 BACK, FW SEAL 21 1224 72WU M 1/4-20 X 1.50 PH. PAN HEAD S. STL TYPE F 22 1225 7142OX114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL 23 4324 71032X1 FPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL RECESS ADAPTER MOUNTING SCREW & HANDLES 24 4395 70834X #8 X 314` LG. PHILLIPS PAN HEAD 18-8 S. STL KEEPER MOUNTING SCREW 25 1267 78X38PPT #8 X 318 LONG PHILLIPS PAN HEAD TEK 26 749 71032INSERT 1032 ALUMIN THREADED INSERT 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 28 4388 7116 LAMINATED GLASS - 3/16A EX . +.090 DUPONT SEN M INTERLAYER +3J16HS INT. MOVINGIFDCED INTERLOCK.END PLUG 29 4387 44387 ASTRAGAL BASE END PLUG �� i "� "�'�'� +' ci•L�S : s SST •7r • ©�_ 36 1 1636 172048 W,K,S 314" HOLE PLUG 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #832 X 1314" COLOR MATCHED HANDLE BASE SCREWS 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #BM X 1314' COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER AP STAINLESS MORT CE LOCK - (1) ZINC DICHROMATE RECESS ADAPTER 39. B 17116 LAMINATED GLASS - 3116HS EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER +3/16HS INT. 40 C 17/16 LAMINATED GLASS - 3116A EXT. +.090 DUPONT BUTACITE OR SAFLE)VKEEPSAFE MAXIMUM INTERLAYER +3116HS INT. n7EM DWG# PGT # DESCRIPTION 41 D 7116 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT BUTT SAFLIEKMEEPSAFE MAXMUM INTERLAYER +3I16HS WT. 42 E 11/16 LAMI I.G. GLASS, 3/16 TEMP' -7116 AIR SPACE - 3/1i DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXMUM NTERLAYER +3/16HS INT. 43 F 11116 LAMI I.G. GLASS, 3116 TEMP - 7116 AIR SPACE - 311E DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INIERLAYER +3116HS 94T. 44 DOW CORNING 899,995 GLAZING SILICONE OR EQUIV. 46 1224 6TP247 VINYL BLAB WEATHERSTRIP 47 1225 6TP248 VINYL BULB WEATHERSTRIP 49 4324 6534601 7116" LAMI GLA23NG BEAD 51 4395 64395 1 11160 LAMI LG. GLAZING BEAD 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 118" THICK 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 1FD(E0 54 4356 74356A PANEL ANGLE BRACKET 55 A 7116 LAMINATED GLASS - 3/16A EX . +.090 DUPONT SEN M INTERLAYER +3J16HS INT. 56 G 9/16 LAMINATED GLASS -1 /4HS EXT. +.090 DUPONT SENTF PLUS INTERLAYER +1 /4HS INT. 57 4375 64375 91160 LAMI GLAZING BEAD 58 4407 64407 FRAME, 4 TRACK SILL 59 4408 64408 FRAME, 3 TRACK SILL 60 4409 64409 FRAME, 2 TRACK SILL 61 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTE 62 4411 64411 FRAME, 3.500 SILL ADAPTER 63 4412 64412 FRAME, 4 TRACK HEAD 64 4413 64413 FRAME, 3 TRACK HEAD 65 4414 64414 FRAME, 2 TRACK HEAD 66 4415 64415 FRAME, 4 TRACK JAMB 67 4416 64416 FRAME, 3 TRACK JAMB 68 4417 64417 FRAME, 2 TRACK .IAMB 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 70 4441 64441 FRAME, 2 TRACK HEAD W1 SCREEN RA 71 4443 64443 FRAME, 2 TRACK .IAMB W/ SCREEN RA 80 4433 64433 PANEL CORNER, BASE STILE 81 4434 64434 PANEL CORNER, RECEIVER STILE 82 4435 64435 PANEL CORNER. LOCK STILE !MALE) me ALUM. SLIDING GLASS t 9, 0,o.' soft A&%* WS 12 a 19 IMPACT 4406 -1 ffi Fkw[ft BuBtros W�-6CS D 6A i Lucas A Turner, P.E. C PE Mechanical I EA�A_J A% n 5.177 1.619 .078 1 - ORIGINAL FRAME HEAD MArL -- 6063 -T5 DWG# 4302 5.357 078 5 .078 ---� 9 3 - ORIGINAL FRAME SILL MAT'L: 6063 -T5 DWG# 4303 1.235 8 - ORIGINAL FRAME JAMB MAT'L: 6063 -T5 DWG# 4304 .06 1.428 1.70 .188 0 108 14 -.FEMALE ADD-ON M lkrL- 6063 -T5 DWG# 4380 1.644 t - .190 3.500 -- ► I� 4 - ORIGINAL ADD ON SILL MATIL- 6063 -T5 DWG# 4361 • -i • .062 .421 5 - ADAPTER, FIXED PANEL MAT'L- 6063 -T5 DWG# 4314 1.874 z.64 WALLS VARY WALLS VARY � FROM .060 FROM .060 TO.125 TO 250 2- 10 - PANEL SIDE RAIL MAIL• 6063 -T5 DWG# 4306 2757 1' 1. 700 109 } • .062 - 15 - MALE ADD-ON MAT'L- 6063 -T5 DWG# 4381 1.045 1 q3 .062 S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MAM 6063 -T5 DWG# 4318 1.045 -+-I 1--1 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 . 11 - DOUBLE INTERLOCK MArL -- 6063HS -T6 DWG# 4383 2.591 16 - TOP & BOTT. RAIL MAIL: 6063-T5 DWG# 4305A 1.935 n .w f .0m 18 - FDCED PANEL CLIP MAT'L: 6063 -T5 DWG# 4362 1.019 1.872 1.019 06'2 S11 -SCREEN MEETING RAIL 72 (SCREEN FRAME) MAT'L: 6063 -T5 .062 DWG# 4320 J S7 -,SCREEN SIDE RAIL (SCREEN FRAME) MAM 6063 -T5 DWG# 4319 AfO/CGY1llS, FL 3W5 P.O. 8=1529 MOKO M-i fi 3W4 -�-j 1.986 jF .062 .557 6 - THRESHOLD COVER 12-INTERLOCK MAT'L 6063HS -T6 DWG# 4399 MAM 6063 -T5 DWG# 4315 L 1.087 2.875 17 - P-HOCK MAT'L- 6063 -T6 DWG# 4403A 2700 51 WALLS VARY 2.961 FROM .060 TO.125 --NJ I .500 27 -ALUM. REINF. MAT'L: 6005 -T5 DWG# 4357 1 1.342n 1.305 .050 S14, SCREEN ASTRAGAL MArL -- 6063 -T5 DWG# 4344 1.872 2.272 3.162 • .063 13 - ASTRAGAL BASE MAT'L- 6063 -T6 DWG# 4398 PRODUCE REVISED as aomplymg will the Fkd & Bmift � o -o Il04 I mined dua c ald Division ,UWCi R-Nm -WEED oom� WA fi:o Florida 4 1.4231 is S13 - SCREEN DOUBLE INTERLOCK S15 - SCREEN (SCREEN FRAME) ASTRAGAL ADAPTER MAT'L- 6063 -T5 MAM 6063 -T5 � DWG# 4328 DWG# 4384 P T` EXTRUSIONS ALUM. SUDIMG GLASS DOOR, IMPACT A. T„„er. PE VW* Betmr a e.reafte sac a,.rt a�its rage PE tR5M SGD730 NTS 13 a 19 4406 -1 1 �+e�t� .L. 8.038 - .� 6.130 --�-j .078 -- -►11+- . 2 078 -�-� - 2.625 1. 44=-S-� -1 58 - 4 TRACK SILL MATT: 6063 -T6 DWG# 4407 59 - 3 TRACK SILL MATT: 606346 DWG# 4408 .078 i 60 - 2 TRACK SILL MATT: 6D6 3-T6 DWG# 4409 .494 - .078 2.713 61- STANDARD SILL RISER MAT'L• 6063 -T6 DWG# 4410 .494 1 r- n-i 3.500 .078 El 62 - 3.50" SILL RISER MATT: 6063-T6 DWG# 4411 8.038 6.130 4M2 � r- 6.130 At t .619 F 1.235 1235 .078 - --�-�- AT8 - --�-+- 1.619 078 -- - �' .078 ---+- +-- 63 - 4 TRACK HEAD 64 - 3 TRACK HEAD 65 - 2 TRACK HEAD 66 - 4 TRACK JAMB 67 - 3 TRACK JAMB MATT: 6063 -T6 MATT: 6063 -T6 MATT: 6063 -T6 MATT: 6063 -T6 MATT: 606346 DWG# 4412 DWG# 4413 DWG# 4414 DWG# 4415 DWG# 4416 �4 -�� 3.810 1235 .810 --�+ - .078 .078 -- 68 - 2 TRACK JAMB S� 1: MAIL- 6063 -T6 DWG# 4417 3 S21- SCREEN 2 TRACK FRAME JAMB MATIL- 6063 -T6 DWG# 442.3 I 5.505 .0; 70- 16- 3 TRACK FRAME SILL MATT: 6063 -T6 DWG# 4418 1283 .81 0 0 .078 S22 - SCREEN 1 TRACK-FRAME SILL MAIL• 6063 -T6 DWG# 4424 MATT: 6063 -T6 � 3.810 1 .078 a S17 - SCREEN 3 TRACK FRAME HEAD MATT..: 6063 -T6 DWG# 4419 Ll1283 #+- 1.619 , ., 078 F S23 - SCREEN' 1 TRACK FRAME HEAD MATT: 6063 -T6 DWG# 4425 tom- 5.505 L` 3.810 � 2546 rM .810 _�r 1.619 T_ .078 -- S18 - SCREEN 3 TRACK FRAME JAMB MATT: 6063•T6 DWG# 4420 1.283 1.619_,.� .078 F S24 - SCREEN 1 TRACK FRAME JAMB MATT: 6063 -T6 DWG# 4426 1235 .078 ==- 71 - FRAME, 2 TRACK JAMB W/ SCR J RAIL MAIL: i-T6 DWG# 4443 Vrroorrar � - & 349 PaDmim AFDVdM M R 34274 I VW* $e=w S19- SCREEN 2 TRACK FRAME SILL MATT: 6063 -T6 DWG# 4421 2.546 E 1.619 .071 S20 -SCREEN 2 TRACK FRAME HEAL: MATT: 6063 -T6 DWG# 4422 IWO 27 -ALUM. REIMF. MAT'L: 6005 -T5 1.500 DWG# 4357 # -, r Yom. .078 5 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MATT: 6063 -T6 ALUM. SUDNG GLOSS DOOR IMPACT sGDM , NT51 14 d 19 1 4406 -1 1 1 PROMCT R^crtg:o tine FTocida TO? 0--- - r IDivbim cnxp,s`'� cj2k1:x F•orida e."f� f �:i 314 /aY Lucas A. Tumor, P.E. PE NOW Meted .I. NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1.. APPROVED - ANCHOR TYPE8:1. l W ELCO TAPCON 2,114" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD. SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P-HOOK LOCATION. P4400IK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2" MIN. EDGE DISTANCE) AS SHOWN IN POCKET P-HOOK INSTALLATION DETALS. SHEET 19. 3. MAX 96" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 AND 2. SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1. SHEET 31. 1 HEAD & SILL.. 8114• MAX. FROM FRAME CORNERS AND 16 318" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. j4. MAX 96" HIGH DOORS W1 PANELS UP TO 60" WIDE (TABLE 1, SHEET 3)__ HEAD & SILL._ 81/4" MAX. FROM FRAME CORNERS AND 22 i 3116' MAX O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. �5. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 26' MAX O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. "ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS. OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. r --ASTRAGAL CL INTERLOCK CL,,_� f- +-3' MIN. TYP. --� f +—i 112" MIN. TYP. EXAMPLES OF HEAD AND SILL ANCHORAGE, STRAIGHT AND 90° CORNER DOOR 181/4" MAX 'A' DIM. MAX O.C. 'A' DIM. MAX O.C. 811,e MAX .L� 8 VIC MAX EXTERIOR isene9�c Odc lb FJC &7tw FJC la l81JTJ swwvic—w FJC t1 ow p,w w now p• FJC I Q iaw DETAIL A W MIN. 8 3116" MAX TYP. T U W DN- O MAX O.C. z z DETAIL B DETAIL C INTERIOR 1 112" MIN. TYP: W DIM. MAX O.C. I— T- MAX P4400K O.C. PER NOTE 5. 'A' DIM. MAX —3" MIN. TYP. 'A' DIM. MAX f-- INTERIOR 'A' DIM. � 'A` OINI.�rt � 'A' DO+A. � 8114 °T MAX MAX MAX MAX O.C. O.C. O.C. TYP. E EXAMPLE 1 FROM TABLE 3, SHT.16 (C8+4)® (8) ANc C us ER PLUS (4) ANCHORS PER PANEL (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) Y U � 1 O LLI � (2) MAX. y z ANCHORS PER LOC. O.C. PER LOX. M- w (2) ® TYP. ANCHORS LOX. SEE A go* CORNERS PER DETAIL � @ HEAD & SILL I— T- MAX P4400K O.C. PER NOTE 5. 'A' DIM. MAX —3" MIN. TYP. 'A' DIM. MAX f-- INTERIOR 'A' DIM. � 'A` OINI.�rt � 'A' DO+A. � 8114 °T MAX MAX MAX MAX O.C. O.C. O.C. TYP. E EXAMPLE 1 FROM TABLE 3, SHT.16 (C8+4)® (8) ANc C us ER PLUS (4) ANCHORS PER PANEL (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) Y U � 1 O LLI � (2) ANCHOR z y z ANCHORS PER LOC. PER LOX. @ P-HOOK O w O JAMB •O O v d � ® SEE 6 sEE TYP. INTERLOCK 3" MIN. DETAIL B DETAIL C 8 3116" MAX TYP .4, 0 �;j - 11 1 f, MAX JAMB. O.C. PER NOTE 5. i 8 TYP. L.— HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A' DIM. <48" WIDE 16318" >48" WIDE 20131'16" _ � ��1�1 E�. 19181 ®11 aara. 'A' DMA. 8 i/ g _ _ INT. L tw. .A• DM. MAX _ O.C. 'A' DIM. MAX 3+►I+= -1 MAX O.C. MAX O.C. 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE EXAMPLE 2 FROM TABLE 3. SHT.16 (C6 +2)8 CORNER W/ C8 CLUSTER CORNER Wl C6 CLUSTER CORNER WI C6 CLUSTER (6) ANCHOR CLUS�TE LUS (2) ANCHORS PER PANEL (SEE NOTE 6) EXMPLE CORNER CLUSTERS 1� r cONSVEXAAN TMTO #9XUfESOO£6MEOOr>ER wPFiAf/p1gAL °io#&- fWWWIYOfMA4.&s.wl 8MOOKARaMSPtC�+1C3 ANCHORAG& SPACING nom t�otoara� a'W"C1 COMM � scow R ALUM. SLIDING GLASS DOOM IMPACT rc CMFtFYC0MYMCUJS192 .4RFQDAMCHOMAUM3, -4&A P.0.8=1= � shaft yipµ, xa Daft tv . R �4 vr�• Betxer SGDM 1/8 15 s 18 4406 -1 I I.ob Dac�a9:4� tLFt�s�vE� �crihCaz Ob11� 207 Larcas A Tome , RE PE MAW Meat r , . ) . t kph k � ANCHORAGE . ®TABLE 3. FOR USE WITH DP TABLE 1, SHEET 3 FOR USE WITH OP TABLE 2, SHEET 3 GLASS TYPE > A, 8, G C, D, E, F REINFORCED > YES, REINF. REQ'D IN INTERLOCKS, ASTRAGALS, AND 900 CORNERS REINF. NOT REQ'D IN STRAIGHT INTERLOCKS AND ASTRAGALS. SEE EXCEPTION NOTE 3. x IMES NCHOR PE U BSTRATE HEAD & SILL CLUSTER + ADD'L PER PANEL JAMB P -HOOK HEAD & SILL CLUSTER + ADD'L PER PANEL JAMB P -HOOK ~ NOM. PANEL DOOR WIDTH x HT. :' N pp p :' g N g :' g N g w o +.' N w 8 o J N g z w 9 g N g w N � w 24.000 x 1 1 1 1 0.000 4.000 0.000 6.000 2.000 8.000 4.000 0.000 C4 +2 C4 +2 C4 +2 C4 +2 C;4 +2 C4 +2 C4 +2 C4 +2 C4 +2 8 8 8 8 8 8 8 8 8 4 4 4 ,. «4 4 4 4 4 4 C4 +2 C4 +2 +2 C4 +2 C4 +2 C4 +2 C4 +2 C4 +2 «. C4 +2 8 8 »« 1 8 8 ». 8 ». 8 8 8 8 4 1 4 4 4 4 4 4 4 4 +2 �4 +2 C4 +2 64 +2 C4+2 G + �4 2 , 10 10 10 10 1.0 10 6 6 6 5 5 C6 +2 µ C4 +2 C4 +2 j 6 6 6 GLASS TYPE NOT AVAILABLE C4 +2 C4 +2 C4 +2 10 10 10 6 5 5 +2 C4 +2 " C4 +2 C4 +2 C4 +2 C4 +2 10 10 10 10 10 10 6 6 " b 6 b 5 " b 30.000 x 1 1 1 1 0.000 .000 0.000 6.000 2.000 8.000 4.000 0.000 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 04 +2 C4 +2 8 8 8 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 C6 +2 C4 +2 C4 +2 C4 +2 C4 +2 8 8 8 8 8 8 4 .4 4 4 4 4 C6 +2 C6 +2 C4 +2 C4 +2 C4 +2 C4 +2 8 10 8 10 8 10 4 5 4 5 4 5 C6 +2 C8 +2 C4 +2 C4 +2 C4 +2 C4 +2 10 16 10 » 916.« 10 R6-79 5 6 µ 1 5 5 6 6 GLASS TYPE NOT AVAILABLE C6 +2 C4 +2 C4 +2 10 10 10 6 5 5 +2 r-4+2 +2 10 10 10 6 5 6 36.000 x 1 1 1 1 0.000 .000 0.000 6.000 2.000 8.000 4.000 0.000 C6 +2 b C4 +4 +4 +4 8 8 8 8 8 8 4 4 4 4 4 4 C6 +2 C8 +2 C4 +4 C4 +4 » «C4 +4 �6 +2� 8 8 8 8 8 8 4 4 4 4 5 6 +2 C8 +2 C6 +2 C4 +4 C4 +4 C4 +4 C4 +4 C8 +2 C4 +4 8 8 10 8 8 10 8 8 10 4 4 5 4 4 5 6 6 5 C8 +2 C4 +4 C6 +2 10 8 8 4 4 5 C8 +2 C6 +2 C8 +2 10 10 10 6 6 6 GLASS TYPE NOT AVAILABLE C6 +2 C4 +4 C4 +4 10 10 10 6 5 b C8 +2 C8 +2 C4 +4 C4 +4 +2 C6 +2 10 10 10 10 10 10 b 5 6 b b 6 42.000 x 1 1 1 1 0.000 .000 0.000 6.000 2.000 8.000 4.000 0.000 C4 +4 8 +4 ».. +4... C4 +4 +4 «. C6 +4 .« C4 +4 C6 +4 .».U6 +T " 8 8 « 10. •8 8 .». �.... 8 8 «. 8 «. 4 4 4 4 4 ....4 .« 5 5 .....5 C6 +4 C8 +4 8 +4 C6 +4 C6 +4 C6 +4 C6 +4 10 10 8 8 .... 8 8 » 8. ».... 4 4 «4 »» 4 4 5 5 C6 +4 C8 +4 C6 +4 C4 +4 C6 +4 C6 +4 10 10 F 8 10 8 10 4 6 4 6 5 6 C8 +4 C6 +4 C8 +4 10 10 10 6 6 6 GLASS TYPE NOT AVAILABLE C 'S C C8 +4 C6 +4 C6 +4 10 10 10 1 6 6 6 C10 +2 C6 +4 C6 +4 10 10 10 b 6 to °f a V 2 07 l� vQ .my 48.000 10000 1 1 1 1 .000 0.000 6.000 2.000 8.000 4.000 0.000 C6 +4 C6 +4 C4 +4 10 8 8 4 4 6 C8 +4 04 +4 C4 +4 10 8 8 4 4 6 C6 +4 C6 +4 C4 +4 10 8 8 4 4 6 C8 +4 C4 +4 C6 +4 10 8 8 5 4 6 C8 +4 »... «...«... C8+ +4 .....». +4 C4 +4 ««....«....« ................»».«.«..«.......... C6 +4 10 10 8 8 8 8 4 ... » »..... 6 4 «. «.................. 4 6 6 ,C8 ±4 ........... C1f1 +4 C4 +4 »........« C8 +4 "' C8 +4 .......... C6 +4 12 12 8 10 10 10 5 5 6 5 6 7 C6 +4 C6 +4 C6 +4 10 10 10 5 b 6 GLASS TYPE NOT AVAILABLE +4 . « «..«««.«.uu C8 +4 +4 «.«...«a..». «u C8 +4 8 +4 C8 +4 10 m.u..u» 12 10 10 10 ..o1 0 10 6 5 b 5 6 6 C8 +4 C6 +4 + 12 10 10 5 5 6 64.000 x 0.000 .000 0.000 .000 C8 +4 ». ». »...» ... «. C8 +4 C4 +4 «.....« C4 +4« C4 +4 C6 +4 10 10 8 8 «.. ,8 8 » 4 « 6 » »4 4 5 ».». ».» 8 GLASS TYPE N07 AVAILABLE 8 +4 C4 +4 +4 10 8 10 6 6 8 C10 +4 C6 +4 C6 +4 12 10 10 6 6 6 80.000 x d,6.000 0.000 4.000 0.000 C8 +6 C4 +4 C8 +4 10 8 8 6 4 8 GLASS TYPE NOT AVAILABLE +6 66- 6 +4 C6 +4 12 8 10 5 5 8 C8 +6 »»C8 +6« C6 +4 C6 +4 .. +4 *4« 1 »42.. 10 « o « 10 ».� 0 ..«.8 b 5 7 5 7 tiJ' ? A � " as it-4. � v , t ) .tea" NOTES: EXAMPLE 1 1. APPROVED ANCHOR TYPES: EXAMPLE 2 1, 1/4- ELCO TAPCON 2, 1/4" ELCO SS4 CRETE -FLEX E 5 S E SHT.1 3, #12 STEEL SCREW (08) 2. CLUSTER-QUANTITIES PERTAIN TO INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 16 FOR ANCHOR SPACING REQUIREMENTS. e 3. ALL 80 CORNER DOORS REQUIRE REINFORCEMENT IN THE CORNER BASE STILES REGARDLESS OF DOOR WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED 2.823" MIN. O.C. DISTANCE - (MIN. 3 KSI CONCRETE)!'• is ' •_. 1x WOOD BUCK NOTE 2 CONCRETE ANCHOR, NOTE 1 134" MIN. ED. aEXTERIOR INTERIOR (ALL SECTIONS) NOTE 1 1 1J4' MAX. 114" SHIM SHIM MAX 2.823' MIN 1 314' MIN. O.C. DIST. E.D. TYP. (MIN(.`. 3 K�SI_"_"— �� CON—:•: ~i.' �1 �= • 1 �'• _ "� '; T' NOTE 1 Ix WOOD BUCK NOTE 2 T— 114- MAX SHIM C ONCRETE ANCHOR, NOTE 1 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL (MIN. 3 KSI CONCRETE }. t 1x WOOD BUCK NOTE 2 2x WOOD NOTE 2 NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 314" FOR HEAD, SHTS 17 SILL AND JAMB AND 1" FOR P-HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN THRU 191 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED El.CO 114° TAPCONS (MIN.1 318' EMBED.) OR 114 - ELCO SS4 CRETE -FLEX (i 314" MIN. EMBED.). FIAT HEADS TO BE #12 TRIMFIT TYPE. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK 1x WOOD BUCKS ARE 13180 OPTIONAL IF UNIT IS INSTALLED. DIRECTLY TO SOLID CONCRETE. WOOD BUCKS MIN. DEPICTED AS 2x ARE 1 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118° THICK THE ALUMINUM STRUCTURAL MEMBER WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17.18 AND 19 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT 2x WOOD INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE PRESSURES SHOWN ON NOTE 2 SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE "114' 8' TYPES AS REC2UIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI-TRACK MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF C O M1POSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY M. FASTENER SIZE, SCREEN EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO FRAME MAX WHICH THE FASTNER IS EMBEDED. SHIM 5. FOR WOOD APPUCA'nONS ELCO 1/4' SS4 CRETE -FLOC ANCHORS WITH #12 TRIMFIT WOOD ANCHOR, SEE NOTE 5 HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) 2-TRACK FRAME HEAD INSTALLATIONS SCREWS. SEE SHTS.15 AND 16. 1" MIN. EDGE DISTANCE FOR WOOD FASTENERS. 1314' MIN. E.D. TYP. 2X WOOD OI r N OTE 2 �&t - ;�': •, ' NOTE 1 SCREEN ATTACHMENT MAX. lll�- TO BE APPPROVED H SCREEN FRAME BY AHJ CONCRETE ANCHOR, NOTE 1 3 –TRACK FRAME HEAD INSTALLATIONS 1- MAIL SHIM WOOD ANCHOR NOTE 5 M 1 314' MIN. O.C. DIST. E.D. TYP. 2x WOOD (MIN - 3 KSI _ }_ _ NOTE 2 3�• � - 9 �. CONCRETE� s .=�• .1••- d • NOTE 1 3f8w 1x WOOD BUCK :a 1—T NOTE 2 MIN- om GREEN ATTACHMENT TO BE APPPROVED T-1/4 "MAX 114" MAX. SHIM BY AHJ CONCRETE ANCHOR, NOTE 1 C SOD A�CH(�R 4 –TRACK FLAME HEAD INSTALLATIONS NOTE 5 to odw CAW anftbw FA wtan a a:u QAiCAI� ItATT/IL 1►INQFA711aN l= oars P ANCHORAGE DETAILS, HEAD FK tnruw If awFWr�2�uuo"?W..4nVW IVOICO a % FL UM � msdftc MW ALUM. SLIDING GLASS DOOM IMPACT FJC tmaw I 1Wo cmovw7m si x-T P.Q. BOX mm Lucas A Tumw, P.E. so8}c Ddc Qroc AKX63WFL3W4 jJz'sWjr Bed sera awe amrgra. 711 U4 17 d 19 44116-1 as MIN. 1- MAIL SHIM WOOD ANCHOR NOTE 5 M 1 314' MIN. O.C. DIST. E.D. TYP. 2x WOOD (MIN - 3 KSI _ }_ _ NOTE 2 3�• � - 9 �. CONCRETE� s .=�• .1••- d • NOTE 1 3f8w 1x WOOD BUCK :a 1—T NOTE 2 MIN- om GREEN ATTACHMENT TO BE APPPROVED T-1/4 "MAX 114" MAX. SHIM BY AHJ CONCRETE ANCHOR, NOTE 1 C SOD A�CH(�R 4 –TRACK FLAME HEAD INSTALLATIONS NOTE 5 to odw CAW anftbw FA wtan a a:u QAiCAI� ItATT/IL 1►INQFA711aN l= oars P ANCHORAGE DETAILS, HEAD FK tnruw If awFWr�2�uuo"?W..4nVW IVOICO a % FL UM � msdftc MW ALUM. SLIDING GLASS DOOM IMPACT FJC tmaw I 1Wo cmovw7m si x-T P.Q. BOX mm Lucas A Tumw, P.E. so8}c Ddc Qroc AKX63WFL3W4 jJz'sWjr Bed sera awe amrgra. 711 U4 17 d 19 44116-1 1 3/8r MIN. —1 IWOOD ANCHOR -V I NOTE 5. SHT. 17 1-908• MIN. O.C. DISTANCE 1 3W MIN. --I WOOD ANCHOR NOTE 5, SHT. 17 2x WOOD NOTE 2 SHT. 17 I SCREEN 2)c WOOD FRAME NOTE 1/4" MAX. SHOW Z SHT. 17 IMP MAX SHIM NOTE 1, NOTE 1, Ix WOOD BUCK SHT- 17 1x WOOD BUCK SHT. 17 NOTE Z SHT. 17 1 3/4" MIN. NOTE Z SHT. 17 E.D. TYP. I 3/4" MIN. ED. TYP. ALTERNATE 2 TRACK FRAME CONCRETE ANCHOR W1 SCREEN RAIL NOTE 1, :•, 1 . 1.908" MIN. -Dir MIN SHT. 17 D.C. DISTANCE O.C. DISTANCE CONCRETE ANCHOR NOTE I c SHT. 17 3 KSI (MIN. 3 KSI (mim ..CONCRETE) 1/4" SHIM MAX F— CONCRETE) IW SHIM MAX ORIGINAL 2-TRACK FRAME 2-TRACK FRAME JAMB INSTALLATIONS JAMB INSTALLATIONS NOTE 1, Ix WOOD BUCK SHT. 17 13/8" MIN. NOTE Z SHT. 17 T 134 MIN. C�CRETE ED- TYP. WOODANCHOR ANCHOR - W, I- I NOTE I —T NOTE 5, SHr. 17 SHEET 17 1.908 MIN. "O.C. DISTANCE SCREEN ATTACHMENT (MIR 3 KSI TO BE SCREEN APPPROVED CONCRETE) FRAME BY AM IW SHIM MAX 114" SHIM MAX 3-TRACK FRAME JAMB INSTALLATIONS FJC F-eirlt-f"Em7i 2x WOOD NOTE 2 SHT. 17 VW* Bemw WOOD A NOTES. St m 1/4" SHIM MAX --- • j-- I 318" MIN. 2x WOOD NOTE 2 SM. 17 1x WOOD BUCK NOTE I SHT. 17 NOTE Z SHT. 17 13/4" MIN. E.D. -7: TYR CONCRETE ANCHOR NOTE I SHT. 17 1" MIN. O.0 DISTANCE SCREEN ATTACHMENT TO BE APPPROVED BY AHJ (MIN. 3 KSI 1W SHIM MAX 4-TRACK FRAME JAMB INSTALLATIONS gag$*= ANCHORAGE DETAILS, JAMB mft ALUM. SLIDING GLASS "R IMPACT soft fibmt oft SGDM 114 Ila -19 4406-1 I 4 INTERIOR (ALL SECTIONS) EXTERIOR lu PRDDUCTREVOED E�f miffwoco . DWW" goDucr 9.r:tbftF1urWa Daft eo 14 By Divi*m 3/1 Lucas A. Tumer. Pr-- PE#582M MechanieW w SCREEN WOOD ANCHOR FRAME NOTE 5, SHT 17 MCA Im SCREEN FRAME CONCRETE 1W MAX ANCHOR NOTE I NOTE 1, SHT. 1 17 2x WOOD I NOTE Z SHT. 17 SCREEN FRAME 114" MAX NOTE 1 SCREEN FRAME WOOD ANCHOR, NOTE 5, SHT 17 CONCRETE ANCHOR I 318" MIN. NOTE 2, SHT. 17 SCREEN FRAME IW MAX NOTE I ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL' 114" MAX 114" MAX OTE 1, SHT.17 NOTE I mr,*T= 4 WOOD ANCHOR NOTE 5, SHT 17 CONCRETE ANCHOR NOTE I,SHT. 17 1 3W Mitt 2x WOOD NOTE SHT. 17 NOTE 1, NOTE 1, NOTE SHT. 17 j9 IL Ff SHT. 17 SHT. 17 (3 KSI MIN. CONCRETE) SEE (3 KSI MINN. (3 KSI MIN. CON - -- 1 1314" MIN. F—D. TYP. SEE Ll 1314" f NOTE NOTE 2 I:Y4'MIN. E.O. TYP. NOTE TYP. 4-TRACK FRAME SILL INSTALLATIONS 3-TRACK FRAME SILL INSTALLATIONS 2-TRACK FRAME SILL INSTALLATIONS NOTE-* ANCHORS ARE STAGGERED In MIN. AT P-HOOK a EXTERIOR INTERIOR * ANCHOR EMBEDMENT AT P-HOOK- I/4nTApCON -1 318- MW. (ALL SILL SECTIONS) WOOD ANCHOR 3 KSI MIN. CONCRETE 11,4" CRETE-FLEX -1 314" MIN. NOTE 5, SHT. 17 Ix WOOD BUCK pFwmucrREvisM m=wpjyiwvv& ABONOVE TE NOTE Z 17 NOTE B dwFm& mIdingCodc NOTE NOTE NOTE ABOVE e7=QVL- 416 318" MIN. ABOVE I ABOVE 3W MIN. 1 3W MIN. IW MAX 13WMK 9, 1 c L w2ami 5a—g-p-amuo CONCRETE WOOD NOTE ANCHOR T Is DivW= cofr-RETE T ANCHOR ANCHOR NOTE 1, NOTE 1. NOTE 5� 2x WOOD j SHT. 17 E.D. x WOOD NOTE Z SHT. 17 17 E.D. ED SHT. 17 NOTE 2 SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 NOTE 1. 114" MAX c-- sorksa NOTE I IT. 17 (SILL) (SILL) (SILL) F — - - - - -- — (3 KSI MIN. CONC) - 4 134" MIN. E.O. TYP. TYPICAL POCKET P-HOOK INSTALLATIONS -4. NOTE 2 INTERIOR ORIGINAL 2-TRACK FRAME (AU-P-HOOK NOTE: SILL INSTAtbkTIONS SECTIONS) 1. IF SILL IS TIGHT TO suBsTmm, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOWSHRINK NON - METALLIC GROUT. 3000 PSI MIN, EXTERIOR (DONE BY OTHERS) MUST RAJ-y 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 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2. 1.947 MINIMUM ON CENTER DISTANCE FJC VIU77 G AWA(KEix7vcomcmuEAAcHOR4GEDErAWA 1�w �� i� — — , I= TECHNGLOGYDAwwr ANCHORAGE DETAILS, %L & POCRET P-MOK FJC. lalw H NOCHAAWTHaShErr NOWAM. FL 34M IG;rw— bi-ft� 1G� rd F.K lz"w I AVCHANWYMSSMET PdaBoxmv ALUM SLIDING GLASS DOOR IMPACT A. Aimar, F.E ra- Doom NOKCAM� FL 3074 VW* Better I— — aa"r�xs n•ie PE X8207 114 1 19 'f 19 4406-1 I 1 c; SCREEN WOOD ANCHOR FRAME NOTE 5, SHT 17 MCA Im SCREEN FRAME CONCRETE 1W MAX ANCHOR NOTE I NOTE 1, SHT. 1 17 2x WOOD I NOTE Z SHT. 17 SCREEN FRAME 114" MAX NOTE 1 SCREEN FRAME WOOD ANCHOR, NOTE 5, SHT 17 CONCRETE ANCHOR I 318" MIN. NOTE 2, SHT. 17 SCREEN FRAME IW MAX NOTE I ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL' 114" MAX 114" MAX OTE 1, SHT.17 NOTE I mr,*T= 4 WOOD ANCHOR NOTE 5, SHT 17 CONCRETE ANCHOR NOTE I,SHT. 17 1 3W Mitt 2x WOOD NOTE SHT. 17 NOTE 1, NOTE 1, NOTE SHT. 17 j9 IL Ff SHT. 17 SHT. 17 (3 KSI MIN. CONCRETE) SEE (3 KSI MINN. (3 KSI MIN. CON - -- 1 1314" MIN. F—D. TYP. SEE Ll 1314" f NOTE NOTE 2 I:Y4'MIN. E.O. TYP. NOTE TYP. 4-TRACK FRAME SILL INSTALLATIONS 3-TRACK FRAME SILL INSTALLATIONS 2-TRACK FRAME SILL INSTALLATIONS NOTE-* ANCHORS ARE STAGGERED In MIN. AT P-HOOK a EXTERIOR INTERIOR * ANCHOR EMBEDMENT AT P-HOOK- I/4nTApCON -1 318- MW. (ALL SILL SECTIONS) WOOD ANCHOR 3 KSI MIN. CONCRETE 11,4" CRETE-FLEX -1 314" MIN. NOTE 5, SHT. 17 Ix WOOD BUCK pFwmucrREvisM m=wpjyiwvv& ABONOVE TE NOTE Z 17 NOTE B dwFm& mIdingCodc NOTE NOTE NOTE ABOVE e7=QVL- 416 318" MIN. ABOVE I ABOVE 3W MIN. 1 3W MIN. IW MAX 13WMK 9, 1 c L w2ami 5a—g-p-amuo CONCRETE WOOD NOTE ANCHOR T Is DivW= cofr-RETE T ANCHOR ANCHOR NOTE 1, NOTE 1. NOTE 5� 2x WOOD j SHT. 17 E.D. x WOOD NOTE Z SHT. 17 17 E.D. ED SHT. 17 NOTE 2 SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 NOTE 1. 114" MAX c-- sorksa NOTE I IT. 17 (SILL) (SILL) (SILL) F — - - - - -- — (3 KSI MIN. CONC) - 4 134" MIN. E.O. TYP. TYPICAL POCKET P-HOOK INSTALLATIONS -4. NOTE 2 INTERIOR ORIGINAL 2-TRACK FRAME (AU-P-HOOK NOTE: SILL INSTAtbkTIONS SECTIONS) 1. IF SILL IS TIGHT TO suBsTmm, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOWSHRINK NON - METALLIC GROUT. 3000 PSI MIN, EXTERIOR (DONE BY OTHERS) MUST RAJ-y 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 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2. 1.947 MINIMUM ON CENTER DISTANCE FJC VIU77 G AWA(KEix7vcomcmuEAAcHOR4GEDErAWA 1�w �� i� — — , I= TECHNGLOGYDAwwr ANCHORAGE DETAILS, %L & POCRET P-MOK FJC. lalw H NOCHAAWTHaShErr NOWAM. FL 34M IG;rw— bi-ft� 1G� rd F.K lz"w I AVCHANWYMSSMET PdaBoxmv ALUM SLIDING GLASS DOOR IMPACT A. Aimar, F.E ra- Doom NOKCAM� FL 3074 VW* Better I— — aa"r�xs n•ie PE X8207 114 1 19 'f 19 4406-1 I 1