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WS-19-1072Im 1� 19- Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Parcel Number 1308 NE 105TH ST 7, Miami Shores, FL 33138 1122320810070 Contacts Permit NO.: ,t -M-19-1,072 Permit Type: Windows/Shutters rkkCiassifs'caton: Window/Door Replacement Permit Status: Approved Expiration: 12/10/2019 FRANCIS GRIFFIN Owner ACE CONSTRUCTION Contractor 1576 NE 104 ST, MIAMI SHORES, FL 331382666 ALAN SCOTT EGERT 1327 NE 119 ST, NORTH MIAMI, FL 33161 Business: 3058928453 Description: REPLACEV 6 EXISTING WINDOWS WITH Valuation: $ 5,000.00 Inspection Requests: HURRICANE (IMPACT_ WINDOWS) Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.40 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $15.Oo Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $4.00 Windows/Shutters Fee $110.00 Total: $277.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $277.40 Check # 580 06/13/2019 $277.40 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature 6A&r — / Applicant / Contractor / Agent Date June 13, 2019 Page 2 of 2 Miami Shores Village RECEIVED Y �2 Building Department M if 019 \` 6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 2 l7 FBC 2019 BUILDING Master Permit No.�- PERMIT APPLICATION Sue Permit No. (-1 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP {�CONTRACTOR DRAWINGS JOB ADDRESS: / �y JIVE''QQ 4- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /1-1s1ti.yg l- Oo%o Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): AWAZI5 *4 • "IAV V Phone#: 'I, W' Address:: .1$ 76 IVO' 10q �' rr City: �'I�If�i� fftws - State: rc► Zip: "I3If Tenant/Lessee Name: Email 6-�- CONTRACTOR: Company Name: _ 1 ,A C E i on�� (v i i o r.) Phone#: 3u5- 9 cl a -'9 9 S 3 Address: ��4o W 1)IXI Q Ov\I q. City: M \(a M,% State: F(_ Zip: Qualifier Name: —A\ (AA E U Q (� Phone#: 305 -7') State Certification or Registration #: C CACI S 1 I a s� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: Type of Work: ❑ Addition ❑ Alteration State: Square/Linear Footage of Work: ❑ New ❑ Repair/Replace Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ , W Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2? V Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 7O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 'IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted of the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a spection fee will be charged. Signature *' 1G► Signature OWNER or AGENT CONTRACTOR The forering instrument as acknowledged before me this day of 20 , by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this 13-rh day of M q T . 20 1 y by A l cnA fi G? ('1' , who ' sonall kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Sign: 2,YJA1 Print: NDR lib Print: Ur ' ":a� & •. CESAR A. COLIAZO o my Notary L ic, e o ri arida Seal: : Commission# FF 987414 Seal: Commission # GG y 21, 2 '- wv,-. My Comm. Expires May 21, 2022 My comm: expires May 20.2020 �9F= eonCeC hro,gn Naiona! Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-081-0070 Property Address: 1308 NE 105 ST UNIT: 7 Miami Shores, FL 33138-2143 Owner FRANCIS A GRIFFIN &W CAROL A & CASEY C GRIFFIN Mailing Address 1308 NE 105 ST UNIT 7 NO MIAMI, FL 33138-2144 PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL -TOTAL VALUE: CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 2/2/1 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 2,250 Sq.Ft Adjusted Area 2,250 Sq.Ft Lot Size 0 Sq.Ft Year Built 1991 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $333,947 $417,434 $417,434 Assessed Value $333,947 $306,117 $278,289 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Assessment $0 $111,317 $139,145 Cap Reduction $278,289 School Board Exemption Value Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORES WATERSIDE VILLAS CONDO UNIT 7 UNDIV 10.5% INT IN COMMON ELEMENTS OFF REC 15232-1777 Generated On : 5/14/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $333,947 $306,117 $278,289 School Board Exemption Value $0 $0 $0 Taxable Value $333,947 $417,434 $417,434 City Exemption Value $0 $0 $0 Taxable Value $333,9471 $306,1171 $278,289 Regional Exemption Value $0 $0 $0 Taxable Value $333,947 $306,117 $278,289 Sales Information Previous OR Book - Price Description Sale PageQualification 00000- Sales which are disqualified as a result 12/01/1993 $0 00000 of examination of the deed 16094- 10/01/1993 $145,000 Sales which are qualified 1575 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www8.miamidade.gov/Apps/PA/property search/ 5/14/2019 Detail by Entity Name Florida Department of Slate r� t>I 'Il,tit� �t tjJ /� t(, Vi �1 .orgi s Department of Stale / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation SHORES WATERSIDE VILLAS CONDOMINIUM ASSOCIATION, INC. Filing Information Document Number N42125 FEI/EIN Number 65-0365484 Date Filed 02/15/1991 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 12/18/1992 Principal Address 1310 NE 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/23/2011 Mailing Address 175 FONTAINEBLEAU BLVD, SUITE 1D MIAMI, FL 33172 Changed: 09/14/2017 Registered Agent Name & Address EXCLUSIVE PROPERTY MANAGEMENT GROUP 175 FONTAINEBLEAU BLVD, SUITE 1D MIAMI, FL 33172 Name Changed: 03/07/2017 Address Changed: 04/03/2018 Officer/Director Detail Name & Address Title PRESIDENT, TREASURER BANICK, STACEY l 1310 NE 105TH STREET MIAMI SHORES, FL 33138 Page 1 of 3 DIVISION OF CORPORATIONS http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 5/14/2019 Detail by Entity Name Title SECRETARY GRIFFIN, GUS 175 FONTAINEBLEAU BLVD, SUITE 1D MIAMI, FL 33172 Title DIRECTOR RONDON, RICHARD 1300 NE 105TH STREET MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2017 03/07/2017 2018 04/03/2018 2019 02/07/2019 Document Images 02/07/2019 —ANNUAL REPORT View image in PDF format 04/03/2018 -- ANNUAL REPORT View image in PDF format 03107/L017 -- ANNUAL_REP R:T, View image in PDF formal 07108/2016 --ANNUAL REPORT View image in PDF format 02/20/2015 - ANNUAL REPORT View image in PDF format 02/2612014 -- ANNUAL REPORT I View image in PDF format 01111/2013 -- ANNUAL. REPORT View image in PDF format 01104i2012 -- ANNUAL REPORT View image in PDF formal 03/23/2011 —ANNUAL REPORT I View image in PDF format 02/01/2010 — ANNUAL REPORT View image in PDF format 01/20/2009 -- ANNUAL REPORT 01/11/2008 —ANNUAL REPORT 01/12/2007 -- ANNUAL REPORT 01/13/2006 —ANNUAL REPORT 01/14/2005 —ANNUAL REPORT 01/15/2004 -- ANNUAL REPORT 01/21/2003 -- ANNUAL. REPORT 02/2612002 -- ANNUAL REPORT 01/13;2001 --ANNUAL REPORT 02/1312000 -- ANNUAL REPORT View image in PDF format 03/12/1999 -- ANNUAL REPORT View image in PDF format 02/27/1998 -- ANNUAL. REPORT View image in PDF format 021 311 997 _--_ANNUAL_RE. UKT. View image in PDF format 08/20/1996 —ANNUAL REPORT I View image in PDF format 07/2811995-- ANNUAL REPORT View image in PDF format Page 2 of 3 http://search. sunbiz.orglInquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 5/14/2019 SHORES WATERSIDE VILLAS Condominium Association, Inc. Miami Shores, Florida 33138 February 6, 2019 Re: Replacement of Existing Windows/Doors To Whom It May Concern: This letter serves as notification that Francis (Gus) Griffin, owner of 1308 NE 105th Street, Miami Shores, Florida 33138, has the approval of the Association to replace existing windows and doors with those that are impact resistant. Sincerely, Richard Rondon / Stacy Banick Directors SHORES WATERSIDE VILLAS Condominium Association, Inc. Miami Shores, Florida 33138 February 6, 2019 Re: Replacement of Existing Windows/Doors To Whom It May Concern: This letter serves as notification that Francis (Gus) Griffin, owner of 1308 NE 105th Street, Miami Shores, Florida 33138, has the approval of the Association to replace existing windows and doors with those that are impact resistant. Sincerely, Richard Rondon / Stacy Barrick Directors Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A owled a nt: Ltd , Qualifier/Owner Signature Date 1AAAAIc is A . �/ZIAXI ✓ Print Name ACECO-3 OP ID: MLI ACORO® CERTIFICATE OF LIABILITY INSURANCE E (MMID D/YYYY) 1DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BROWN & BROWN OF FLORIDA INC 14900 NW 79th Court Suite#200 CONTACT NAME: Matthew Seese PHONE .305-714-4400 FVC No): 305-714-4401 E-MAIL ADDRESS: Miami Lakes, FL 33016-5869 Matthew Seese 10/30/2018 10/30/2019 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Berkley Assurance Company 39462 MED EXP (Any one person) $ Exclude INSURED EgertConstruction, Inc. INSURERB:Ohio Security Ins. Co. 24082 DBA Ace Construction 11950 W Dixie Hwy INSURERC:FCCI Insurance Company* 10178 PRODUCTS - COMP/OP AGG $ 2,000,00 Miami, FL 33161 INSURERD: AUTOMOBILE LIABILITY X ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS INSURER E: INSURER F: 10/30/2018 CAVFRAnFS CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPE OF INSURANCE ADDL SUB POLICY NUMBER EFF MM/DD//YYYY MPOLICY LEXP M/DDY /YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fil OCCUR VUMB0086863 10/30/2018 10/30/2019 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTM PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ Exclude PERSONAL & ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PO - JET F_� LOC OTHER: GENERAL AGGREGATE $ 2,000,00 PRODUCTS - COMP/OP AGG $ 2,000,00 Emp Ben. $ 1,000,00 B AUTOMOBILE LIABILITY X ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS BAS1857097556 10/30/2018 10/30/2019 COMBINED SINGLE LIMIT $ 1,000,00( Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAB EXCESS LIAB HOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED T RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory in NH) if yes, describe under DESCRIPTION OF OPERATIONS below N / A I I 001 WC17A75582 10/30/2018 I 10/30/2019 I PER X I STATUTE ERH E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) State license CGC1511239 CFRTIFICATF HAI r1FR CANCFI I ATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Brown and Brown of Florida, Inc. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Y_ATMILL GLASS & NNTNDOWS 4101 SW 74th Court Xfiami FL 33155 BUT Monday thru Friday cc#975S00324 8 am - 3 pm WWW.YAMILL.COM Tel: 305.826.2121 Fax: 305.826.2629 yamill@yamill.com Yamill Sales Agreement ShipTo: YAMILL GLASS & WINDOWS, INC Account#: A00864 4101 SW 74TH COURT 008444-210 MIAMI, FL 33155-4423 Phu ie4 Fax# (305) 826-2629 Last Modified Date: 01/14/2019 11:34:24 1 PO#: Job Name:WINDOWS (Job Address: Quote # 5515157 °Ship Date: .Sales Person:Martin Customer MIKE MATHEWS CO. Account # MIKE MATHEWS CO. 13000 CORONADO TERR MIAMI, FL 33181 Phone# (786) 895-9106 Fax# Line # Item Description Quantity Line Pricing D001 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price Sell Price (1:00) 1.00 $254.00 $173.79 'Configuration: 23.5X23.,1/2" FL,W,G/G 5/16,GN,NO GRID,XO,EQUAL,SS PACKAGE,1816K-INSTALLED,SGL Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 23.0000 i Rough Masonry Opening: 24 1/4 X 23 1 Egress Opening: 7 13/16 X 16 SQFT 0.8602 i Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN -.090 PVB- 1/8 AN) Glass Color: GN -GREEN Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressure: 65.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff. 0.5200 VTCOG: 0.8100 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 23 1/2 Actual Size: 23 1/2 X 23 Wood Frame Opening: 22 3/4 X 22 1/4 Frame Color: W - White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 1.0000 CAR#: 18-0627.01 NegativeDesignPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6300 Ext Price $173.79 i DD� ZSH7700A SINGLE HUNG SERIES 7700A Ordered: �? List Price ^Sell Price Ext Price ;2.00) 1.00 $487.00 $333.20 _$333.20 _ _ `.......�w ,_ . T#Confrguration: 36.5X36.X.,STD,1/2" FL,W,EQUAL,G/G 5/16,GN,NO GRID,SS PACKAGE,SGL,SWEEP,1816K-INSTALLED,LSILL `& Quote # 5515157 Print Date 1/14/2019 Page 1 of 4 Location: Certification Type: MIAMI Frame Type:.5FLANGE Window Style: STD Size Ref: TTT Height: 36.0000 Rough Masonry: 37 1/4 X 36 Egress Opening: 31 7/16 X 11 13/16 (2.5648 SQFT) Glass Family: LM - Laminated Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Hi -Rise Sill: N Stainless Steel Package: Y Lock Quantity: 1.0000 Vent Ht: 18.4640 PositiveDesignPressure: 65.0000 PANumber: FL -239 CondensationResistance: 14.0000 SolarHeatGainCoeff-. 0.5300 VTCOG: 0.8100 Notes: NOA Selection: 18-0430.06 Vent Configuration: EQUAL Size Selection: CUSTOM Width: 36 1/2 Actual Size: 36 1/2 X 36 Wood Frame Opening: 35 3/4 X 35 1/4 Frame Color: W -White Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: GN -GREEN Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal WOCD: N Lmtd Sash Stop: N Lock Type: SWEEP - Sweep Latch Boxing Options: N - None CARM 18-0430.06 NegativeDesignPressure: 80.0000 EnergyStar: NONE UF: 1.0400 VT: 0.6500 0003 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price Sell Price Ext Price (3.00) 1.00 _ $670.00 $458.41 $458.41 Configuration: 59.5X35.,1/2" FL,W,G/G 5/16,GN,NO GRID,XO,EQUAL,SS PACKAGE, 1 816K-INSTALLED,SGL Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 35.0000 Rough Masonry Opening: 60 1/4 X 35 Egress Opening: 25 13/16 X 28 SQFT 5.0027 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB-1/8 AN) Glass Color: GN -GREEN Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressure: 65.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff-. 0.5200 VTCOG: 0.8100 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 59 1/2 Actual Size: 59 1/2 X 35 Wood Frame Opening: 58 3/4 X 34 1/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 1.0000 CAR#: 18-0627.01 NegativeDesignPressu re: 65.0000 EnergyStar. NONE UF: 1.0600 VT: 0.6300 0004 AR7720A ARCHITECTURAL SERIES 7720A m`Ordered:n List Price : Sell Price _ Ext Price (8.00) '1.00 $782.00 $470.52 $470.52 Configuration: 59.5X12.5X.X.,1/2" FL,W,FN,A/H 7/16,GN,OUTSIDE GLZ,NO GRID Quote # 5515157 Print Date 1/14/2019 Page 2 of 4 Certification Type: MIAMI NOA Selection: 18-0430.05 Shape: FN Frame Type:.5FLANGE Size Selection: CUSTOM Size Ref: TTT Width: 59.5000 Height: 12.5000 Actual Size: 59 1/2 X 12 1/2 Rough Masonry Opening: 60 1/4 X 12 1/2 Wood Frame Opening: 58 3/4 X 11 3/4 Frame Color: W - White Glass Family: LM - Laminated Glass Type: 7/16" Interlayer Type: PVB090 Glass Makeup: LMA309S3 Glass: 7/16" LAMI (3/16 AN -.090 PVB- 3/16 HS) ? Does unit need to meet Turtle Code: NO Glass Color: GN -GREEN Low E: NONE Privacy Glass: NONE - NONE Grid Type: NONE - NO Grid Grid Color: W Stainless Steel Package: N Boxing Options: N - None CAR#: 18-0430-05 PositiveDesignPressure: 80.0000 NegativeDesignPressure: 80.0000 PANumber: FL -243 EnergyStar: NONE CondensationResistance: 13.0000 UF: 0.9900 SolarHeatGainCoeff- 0.5400 VT: 0.7000 VTCOG: 0.7700 Boxing Options: N -None Location: Notes: 0005 ' MULL MULL BARS Ordered: List Price Sell Price Ext Price (5.00) 1.00 $103.58 $70.87 $70.87 .Configuration: ,59.5,W,.5FLANGE,SERIES 700,MULUCLPS,1 X 2.750 X.375,2 Product Family Series: 700.0000 NOA Selection: 17-0630.01 Frame Type:.5FLANGE Mull Clip Qty: 2.0000 Size Selection: CUSTOM Frame Color: W -White Location: Notes: Certification Type: MIAMI Part Selection: MULUCLPS - Mull & Clips set Mull Bar Type: 1X2.750X0.375 Mull Clip Type: STDCLP/STDCLP Length: 59.5000 Boxing Options: N - None 0006 'AR7720A ARCHITECTURAL SERIES 7720A i Ordered: List Price Sell Price Ext Price (6.00) 1.00 $384.00 $231.06 $231.06 Configuration: 24.X24.X.X.,1/2" FL,W,FC,A/H 7/16,GN,OUTSIDE GLZ,NO GRID Location: Notes: 0007 HR7710A HORIZONTAL ROLLER SERIES 7710A 'Ordered: List Price ' Sell Price Ext Price (7.00) 12.00 $670.00 1 $458.41 $916.82 Configuration: 59.5X36.,1/2" FL,W,G/G 5/16,GN,NO GRID,XO,EQUAL,SS PACKAGE,1816K-INSTALLED,SGL w Quote # 5515157 Print Date 1/14/2019 Page 3 of 4 Certification Type: MIAMI NOA Selection: 18-0430.05 Shape: FC Frame Type:.5FLANGE Size Selection: CUSTOM Size Ref: TTT Width: 24.0000 Actual Size: 24 X 24 Rough Masonry Opening: 24 3/4 X 24 Wood Frame Opening: 23 1/4 X 23 1/4 Frame Color: W -White Glass Family: LM - Laminated Glass Type: 7/16" Interlayer Type: PVB090 Glass Makeup: LMA309S3 Glass: 7/16" LAMI (3/16 AN - .090 PVB- 3/16 HS) Does unit need to meet Turtle Code: NO Glass Color: GN - GREEN Low E: NONE Privacy Glass: NONE - NONE Grid Type: NONE - NO Grid Grid Color: W Stainless Steel Package: N Boxing Options: N -None CAR#: 18-0430.05 PositiveDesignPressure: 80.0000 NegativeDesignPressure: 80.0000 PANumber: FL -243 EnergyStar: NONE CondensationResistance: 13.0000 UF: 0.9900 SolarHeatGainCoeff- 0.5400 VT: 0.7000 VTCOG: 0.7700 Location: Notes: 0007 HR7710A HORIZONTAL ROLLER SERIES 7710A 'Ordered: List Price ' Sell Price Ext Price (7.00) 12.00 $670.00 1 $458.41 $916.82 Configuration: 59.5X36.,1/2" FL,W,G/G 5/16,GN,NO GRID,XO,EQUAL,SS PACKAGE,1816K-INSTALLED,SGL w Quote # 5515157 Print Date 1/14/2019 Page 3 of 4 Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 36.0000 Rough Masonry Opening: 60 1/4 X 36 Egress Opening: 25 13/16 X 29 SQFT 5.1816 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5116" LAMI (1 MAN - .090 PVB- 1/8 AN) Glass Color: GN -GREEN Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressure: 65.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff. 0.5200 VTCOG: 0.8100 TOTAL LIST AMOUNT: Notes: $4020.58 NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 59 1/2 Actual Size: 59 1/2 X 36 Wood Frame Opening: 58 3/4 X 35 1/4 Frame Color: W - White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 1.0000 CAR#: 18-0627.01 NegativeDesignPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6300 TOTAL SALE AMT: $2,654.67 TOTAL CUSTOMER $185.83 TAX: $2,840.50 NET SALE AMOUNT: NOTE: ****** ONCE AN ORDER IS PLACED, IT CANNOT BE MODIFIED OR CANCELLED.****** ***ALL ORDERS THAT ARE LESS THAN $1,000.00 WILL NEED TO BE PAID IN FULL PRIOR TO ORDERING*** 50 % - Deposit prior to ordering & balance due upon arriving from the mfg. co. ( Wholesale Customers ) 50% - Deposit Contract, 25% - Upon arriving from the mfg. co. , 15% - Upon Completing Installation & 10% - Upon Inspection approved. 50% - Deposit prior to ordering & the balance due 1 week prior to delivering to your shipping agent (locally) ( Export Customers ) *****NOTE: TO ALL CUSTOMERS ALL ORDERS INCLUDING PARTS MUST BE PICKED UP WITHIN 5 DAYS OF ARRIVING FROM THE MFG. CO. & TO MAKE A CLAIM TO US & THE MFG. CO. OF ANY SHORTAGE OR DAMAGED PRODUCT ***** $ 10.00 PER DAY PER PED STORAGE FEES OF NOT PICKING UP WITHIN 5 DAYS OF ARRIVING FROM THE MFG. CO.****** NOTE: This quote is valid for 30 days. YAMILL GLASS & WINDOWS assumes no responsibility for the final use of these products. Please check with a registered engineer and all local building codes for suitability. No plaster, finishes, nor installation materials included unless stated in line items above. Sale of listed line items above ONLY. Any SOLAR BAN and/or LOW E GLASS may have distortion that is beyond our control. We are NOT responsible for any color changes in LOW E glass coating. Signature: Date: Quote # 5515157 Print Date 1/14/2019 Page 4 of 4 ,cam .,anu whores Village APPROVED 1 BY I DATE ZONING DEPT 8; DG DEPT Glr CA- .: . • • .:00 or 'A" TO CONIPL CE WITH ALL %YJ� d� � • • • • • • • S f AFE AND COUNTY RULES AND REGULATIONS • • • • • kol�ki\4coi: - �00 0 :0 .......... ............ k, Client: Project Name: Project Desc. ALwFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT ACE CONSTRUCTION 1308 NE 105th STREET 1308 NE 105th STREET MIAMI SHORES, FL 33138 AFC Number: 19-0335 Design Criteria: i, Florida Building Code 2017 Building Height (ft.) : 25' ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Date: May 29, 2019 Engineered By: EM Checked By: L L 0000 • 0000 0000 0000.. • 0000 0000.. 0000 000.0 ... 0000. .. .. .. .00000 • • 00 0 0 0 0 0000.. .. .. 0000.• 0000 - Any deviations from conditions shown on calculations or drawings shall be engineered separately. rn` r - Al-Farooq Corporation will not provide a letter of compliance / inspection report un alled during installatiaf). - Engineering drawings are checked for structural requirements only. ; Additional Notes: } STRUCTURAL REVIrW APPROVED DATE G Disclaimer: - This document is not valid without the embossed seal of an engineer employed by AI-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional J p 119 Javad Ahmad, P.E FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com ACE CONSTRUCTION 1308 NE 105th STREET Wind Speed (mph) 175 Mean Roof Height [h] (ft) 25.00 11950 WEST DIXIE HWY MIAMI SHORES, FL 33138 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 25.00 MIAMI, FL 33161 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.13 Coefficient Kzt 1.00 Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated @z (qz] (Ib/ft^2) 75.30 Velocity Pressure Evaluated @h (qh] (Ib/f A2) 75.30 Mark Comp Type ALL C Component Size Gcp Coefficients Gcpi Coeffff, Design Wind Pressures (lb/ft^2) W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 CDP .. ... . . . . . .. • .. . . . . ... . • .. ... .. 0.0. . .. •• ••• • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPQR,4TIQN, 1235 6.W. • 7th AV!E,?K0MI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature . 00 • • Qesfg2 pate Design Reference Number :5/n2X1't9 Q:20:�2.7• PM SS -19-0335 ... 0 ilo 0 �x gv,�- W\os- AL,--FAR0e,Q ION THIS "EiEET HAS BEEN' RIEVIE IE,10 10 VER,FY LOCA"I prC OF EXT ER IOR GLAZING PRODUCTS 1VITLI RESPECT TO Z,ONIE 4 & 5. BYI-�--K DATE: S - 31-'q *ALL 11114FOMMATi0i4 PtROViDE_: BY C*i_I—ENT w NR - e1 kr �,o• �� .. � ern �.. . .. . . . . ... . .. ... .. • . . .. .... ....... . . ..... . ... . ...... . .... .... . . .... . M AD1ADE MIAMI-DADE COUNTY • MU PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315 -25W F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov_/economy PGT.IMdustries„Inc. 1070 Technology Drive 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 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 -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reseiwAthe right to have this product or material tested for quality assurance purposes. If this product -or maferrWAkils 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 �vithirf fftf jurisdiction. • RERr • • • :. reserves the right to revoke this acceptance, if it is determined by Miami—Dade'C'STy Product Controj ... Section that this product or material fails to meet the requirements of the applicable4uiiding cods” • This product is approved as described herein, and has been designed to comply yvjt,'k '�e Floriiia $uildin1': Code, including the High Velocity Hurricane Zone.- • • mss.-. ..�.� .. 0000 .. .. .. ...... (DESCRI-11PTION: Series R7710A" Aluminum Horizontal Roller Window — I:!M.1:.I APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Ho" . Roller sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and•sepiel by Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Aswt (LTM�/7)�),f�...... A _ ,ndip _y LJ' 0..... tllq.: T tice of 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 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 Manuel Perez, P.E. NOA No. 18-0627.01 Miar�waoe couHrir Expiration Date: August 23, 2023 y8/1 ApprovalDate: August23,2018 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 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 20a-94 • •' • • • 0000 5) Cyclic Wind Pressure Loading per FBC, TAS -203r94 6) Forced Entry Test, per FBC 2411.3.2.1, and 4FAf3 502-4 • • along with marked -up drawings and installation diagram of an'd Vkhllium hori2ontal sliding window, prepared by Fenestration Testing Laboratory, Iic.: �est RepotWo. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Oxtego..P.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • * 2) Uniform Static Air Pressure Test, Loading �Wf l%C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-14 ' 0000.. 4) Large Missile Impact Test per FBC, TAS 201;941, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel er z, P.E. Product Contr i E aminer NOA N"-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 0000.. 0000.. 0000.. 0000. 000.0 000000 0000.. 00000: PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers". dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FSC 6t E lit ion (2017), dated July252018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,.P.E. ...... ***960 2. Statement letter of no financial interest, dated July 25, 2018, issxed:by maswfacturer, . • signed and sealed by Anthony Lynn Miller, P.E. • • •; • • • • ...... 3. Proposal No. 18-0289 issued by the Product Control Section, •dat'ecd02/20/18, signed.•..; by Manuel Perez, RE •.... .... . • • 0 • • • 0 • • .... G. OTHERS 1. None. E-2 • • • • •0000• 0000•• • • • • • •0000• • • • • • • 0 •0000 Manuel Pee P.E. Product Control x finer NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW r.._. ,.-. DESIGN PRESSURE RATING IMPACT RATING ANCHOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE .FOR ANCHOR VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE B QUANTITIES. 12" SEE TABLES 2-11 IMPACT RESISTANT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). SEE.TABLES 12.14 - •23" L— ~I O.C. 9' 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS \ INSTALLATIONS ABOVE 301 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. USER INSTRUCTIONS: 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ---' 1) DETERMINE THE SITE SPECIFIC, WINDOW MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPENING'S DESIGN PRESSURE REQUIREMENT epprovW a ampl)64 oft tie CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. FROM ASCE 7. Pbdda B dla C CONSIDERED A A 76' 2) KNOWING YOUR GLAZING OPTION (TABLE 1), Gate 8 4) ALL WOOD BUCKS LESS THAN 1.12" THICK ARE TO BE 1X INSTALLATIONS. 1X WOOD BUCKS OVERALL / WINDOW CONFIGURATION AND SIZE, DETERMINE f BDA# i ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT / / ' YOUR WINDOWS DESIGN PRESSURE FROM TABLES / iltsed Product Ce THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY AS FIXED SASH' .FIXED 2-11. IT MUST EQUAL OR EXCEED THE DESIGN a OF THE ENGINEER, OR ARCHITECT OF RECORD, VISIBLE �' VISIBLE 75"� �� PRESSURE REQUIREMENT FOR THE (EOR) (AOR). BUCK LIGHT / LIGHT 22-1/2 WINDOW OPENING OBTAINED IN STEP 1. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT' O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE 34.3/B" _ _ 3) DETERMINE THE ANCHOR QUANTITY FROM SASH 34-3/8" FIXED TABLES 12-18. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO LIGHT 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG z THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. THE OR SHEET 17 FOR INTEGRAL FIN ' — INSTALLATION. 7) DESIGN PRESSURES: B 9" A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS rSEE WEEPHOLE �(8- /2" NOTE: DESIGN PRESSURE RATING DETERMINATION 75" BUCK WIDTH M LU i co PER ASTM E7300. NOTES THIS SHEET - IS THE SAME PROCESS FOR ALL FRAME TYPES - p wcl B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE K - 76" OVERALL. WIDTH -� ) (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). O TC. TYR FLANGE XON ELEVATION (OX SIM.) WEEPHOLE NOTES: o >. �� f0 U3 DESIANLOADSARE BASED ON C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. - 1) 1-5/8" X.300' WITH PLASTIC BAFFLE. O N i w aio0 0: O MAX. DIMENSIONS ALLOWED SHOWN. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. w 0 F w vJ 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. J u Z Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-M% STRESS INCREASE HAS NOT BEEN QUANTITIES, Z LL $ .2m USED IN THE DESIGN OF THIS PRODUCT. THE 16 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 1578 CD S w 9 ctEVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION " CO.0 �1�12" �w �J12" U U oMATERIALS Q V•o•0RESISTANCE. B � s a ___�_�\ ------- O w^ S2 Z 7M0 m a Z 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Z BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HIVING JURISDICTION. -------� 0' w 1-- O r 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN / J ) J LL O MANUAL C 56• 56" C SASH FIXED ® 0 N w •6 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. VISIBLE OVERALL / LIGE / LIGHT It LU ;aavg TABLE 1: HEIGHT a 2D.C. O = U Z DP Table # Anchor Table # 62" O.C. 2 O Glaea Description (1-land from Exterior to Interior) XO LOX XOX . X01OX XOX Type BUCK 34" HEIGHT SASH 55-3/8" FIXED LL O O J Q STD IID STD STD 1D- STD VISIBLE VISIBLE LIGHT T X � W r- 1 1 8" N.. ; 1/8' A 7. 12 15 I LIGHT 1 U 7 Z � 2 118" HS, .D90' PVB, 1/8" HS 3 8 12 16 11 J w = 3 3116" AN, .090" PVB, 3118' AN 3 8 12 16 '%saD s-.as " 4 13116" LIG: 1/8' AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 12 15a:i1 B SEE WEEPHOLE 5 13/1fi LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 7 12 - 15 OTES, 6 13116' LIG: 3178" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1f8" AN 3 - 9 12 - 16 7 13118" LIG: 3118" TP CAP AIRSPACE, 1/8" AN, .090" PVB 118" AN 3 9 12 - 16 • • • • • • • 119" BUCK WIDTH THIS SHEET SE SHEET 1 12 awF • • ``111111 LYNAI 8 3116" AN, .090" SG, 3/16' AN 5 6 10 13 14 17�ICENS FIN • • • \�ONY • 9 3/16" HS, .090" SG, 3118" HS 5 6 11 13 14 18 ANCHORAGE TYPE • Th•P. "0'O*E W14-CLAiATION � P�• F 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090' SG, 3/16" AN 5 6 10 13 14 17 SG, AN & SPACING • • • • • • M .� E 0 D� q _ * : No. 58705 ' •. 11 13116" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" 3/16" 5 6 10 13 14 17 12 13/18" LIG: 118" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 1 5 8 11 13 14 18 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 5 8 11 13 14 18 GENERAL NOTES.................................. 1 ELEVATIONS.......................................... 1 - • S 14 13/18" LIG: 3116" AN CAP ,AIRSPACE, i/8" HS, .090" SG, 118• HS 5 6 11 13 14 18 CODES / STANDARDS USED: GLASS TYPES TABLE ...........................1 - �) ( ` O /� : Q: 15 13116" LIG: 3/16" TP CAP AIRSPACE, 1/8" HS, .090" SG 118" HS 15 8 11 13 14 18 • • 41Z•l•FLORIDA BWILDI* CODE (FBCJ, 6TH EQITION DESIGN PRESSURES ........................... 2-9 •AlTM E1300-09 STATE OF -i SG= KURARAY SENTRYGLASe INTERLAYER BY KURARAY AMERICA, INC. = o II TROSIFOL PVB INTERLAYER BY KURARAY AMERICA, INC. • • • • • ANCHOR QUANTITIES, .........................10-14 � • •A1ISVAF&PA NDl2016 FaR WOO C S U ON INSTALLATION (ANCHOR SPECS 15-17 (��1'••F20R1DP,.•• 1 s .""". G PVB • • U IAM DL�IGN IRAN/AL,RDM- 45 • EXTRUSION PROFILES 18 �'// ��NAL ANANNEALED ANNEALED HS = HEAT-STRENGTHENED • • ........................ • • • CORNERASSEMBLY •19 • • • • • TP = TEMPERED • 360-104 • • • PARTS 19 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • Overall Width 2 Design Pressure (IbslR) for X0_& OX Windows ---- -- - - - _ Glass Type: 1 Meeting Rail: Standard .090" PVB W z 22-1/8" Overall Hgt. 37" Overall Hgt.- 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 3T' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 •65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 ' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -6 .0 +65.0 65.0 +65.0 65.0 +65.0 X5.0 +63.3 X3.3 overall Width Design Pressure (Ibsfft2) for XO & OX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard rd .090" PVB W z 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8 67" +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2" 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z j NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -I/r AN GLASS 090"PV8--- j • �i---1/8" AN GLASS �'- /� 12" NOM. i GLASS BITE EXTERIOR / \474 32G.i GLASS'TYPE'1 �-1IB" HS GLASS cc) 3116" AN GLASS • .090" PVB W z .090" PVB - w O 118" HS 30 -3/16" AN GLASS alo0 O I1GLASS � Z 2 12" NOM. Z OJo Z LL f0 m s o (7 12" NOM. o f` W U d u¢ GLASS SITE 4B "n»p r F- u a GIASS BITE EXTERIOR �N 'JMO LU C3 > ♦- Z EXTERIOR p Z o 74 U 74 32 LL 32 GLASS TYPE 2 GLASS TYPE 3 - �_ 13116" NOM. GLASS STACK I 13/16" NOM. 1 GLASS STACK AIRSPACE -.090 PVB AIRSPACE -.090" PVB 118" TEMPERE(_ GLASS I 1/8" AN 3116" AN OR TP GLASS 118"AN GLASS 31 GLASS 74 31 I 74 1i OR flB > 12"NOM.21AOR�� o 12 NOM. Z j GLASS BILE GLASS BITE EXT- ERI J • • • •EXTERIOR as o� • • • • 075 : • : •c,,�,�, 70-73) OR 3 • • • .✓ 3A � • • • • • j�""R 3B GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) • • • • • • • • • • •• • • • • • • • • • GLASS TYPE 7 (TEMPERED1 • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \'`%% LYNN :v '�`� •' �10ENS �� '• * : No. 58705 �O ' STA O ' �� ''•FZORIDP.•.• N ZONAL A LYNN MILLER, P.E. RE.A 58705 cc) Y W z w O 0) } r > > •W alo0 O Q 6 N Q O,,1�� Z 2 _ Z OJo Z LL f0 m s o (7 _J o f` W U d u¢ -J 4B "n»p r F- u a J �N 'JMO LU C3 > ♦- Z p Z o U W J W J m LL j ;¢ O m M W N * � O rn ,aays O = W o > o- o Z Z n w O J W = as o� \'`%% LYNN :v '�`� •' �10ENS �� '• * : No. 58705 �O ' STA O ' �� ''•FZORIDP.•.• N ZONAL A LYNN MILLER, P.E. RE.A 58705 Overall Width Design Pressure (lbs/fe) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard AIRSPACE X090"PVB 22-118" Oeerall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 430.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71-3 74" +65.0 -80.0 1 +65-0 -80.0 +65.0 -80.0 +65.0 1 -77.1 +64.9 -64.9 Overall Width Design Pressure (Ibstfe) for XO & OX Windows Glass Types: 8 thru15 Meeting Rail: Standard ardrd AIRSPACE X090"PVB 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80-0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -101.9' 67" +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0- NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM HE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE HE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO HE NEXT AVAILABLE SIZE. EXTERIOR 3 OR 3B GLASS TYPE 4 13/16" NOM. GLASS STACK _3/16" AN OR AIRSPACE 9 .090" SG HS GLASS 1B" AN OR .090" SG 1 3/16" AN OR TP GLASS 3/16' AN GLASS ,`30 HS GLASS 31 I 74 1), I 112" NOM. ,12�OR 1B -\ li I NOM. i GLASS BITE Ii GLASS BITE EXTERIOR 74 _ I -- 13/16" NOM. GLASS STACK AIRSPACE X090"PVB 118* AN GLASS- GLASS TYPE 9 (HEAT STRENGTHENED) 1/8"AN GLASS OR 1B I 74) v.- NOW 13116" NOM. GLASS STACK AIRSPACE GLASS BITE EXTERIOR 3 OR 3B GLASS TYPE 4 13/16" NOM. GLASS STACK _3/16" AN OR AIRSPACE 9 .090" SG HS GLASS 1B" AN OR .090" SG 1 3/16" AN OR TP GLASS 3/16' AN GLASS ,`30 HS GLASS 31 I 74 1), I 112" NOM. ,12�OR 1B -\ li I NOM. i GLASS BITE Ii GLASS BITE EXTERIOR 74 EXTERIOR ' 70-73 32 33 OR &B GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) aloe _13/16" NOM. GLASS STACK 13116" NOM. GLASS STACK AIRSPACE .090' SG AIRSPACE - • -090" SG 118"AN OR _ 3116" AN OR I TP GLASS ---� 118" HS GLASS TP GLASS il8" HS GLASS I 31 - 74 31 74 -110.0 FOR GLASS TYPES 9,12,13,14=so 0 1 • • • i�C v�R\ •`Y^� BM • • •`-' OR 1B 12' NOM. • GLASS BITE GLASS TYPES 8 - 15 EXTERIOR • • • • 4F.XTERIOR MAY NOT WI HINTEGRAL E N <� • / • • • • • • • • FRAMES \\ �OR3J-' 7a� 3:3 OR 3B A AStMPE 12 (A14N�A• • • • • LASS TYPE 14 ANNEALED KK-ASS4rYPE 13 (TEMPERED),, • • • LASS TYPE 15 (TEMPERED) • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W i co Y N vi a w O �0 M U) aloe O (7 N z m O� v1 O ZIJL S _ W 0 Z �_ r � a.N W to p Z Z of c LU W J M a LL O ° W `n it U) laa4$ fO� = W a o g a o Z_ Z w L) En En J W = QrosOap saua5 �. ANY LYNN •.• CICENSF', �� * .: No.58705 - :a0 =?� '•. � .Sly O ' TATE OF i'ONAL 1EN.�. A LYNN MILLER, P.E. P.E.# 58705 Overall Width 13!16" NOM. Design Pressure (Ibs/ftp) for XO & OX Windows GLASS STACK Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty • --.090" SG 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.01+80,0110.0 EXTERIOR +80.0 110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0-110.0 GLASS TYPE 15 (TEMPERED) +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0-110.0 W +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0-110.0 = +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0-110.0 Z +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.076" Q 0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3/16" AN OR MS GLASS .090" SG I 3/16' AN OR �0 _ HS GLASS 23 I -_...J 12" NOM. GLASS BITE EXTERIOR / \ 74 32 � GLASS TYPE 8 GLASS TYPE 9 13116" NOM. GLASS STACK AIRSPACE 090" SG 1!8" AN OR TP GLASS _I 3/16" AN GLASS 1I NOM. GLASS BITE EXTERIOR 7ai3) 93 OR 38 / GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 110.0 +80, 0 109.8` GLASS TYPES 8 - 15 MAY NOT BE USED 110.0 +80.Q 105.8' WITH INTEGRAL FIN •-110.0 FOR GLASS TYPES 8-13 & 15 • FRAMES 13!16" NOM. GLASS STACK AIRSPACE --090" SG 1/8" AN OR TP GLASS 1W HS GLASS 311 \ 1 12" NOM. GLASS BITE EXTERIOR 70-73 4/3 OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 13!16" NOM. Y GLASS STACK AIRSPACE • --.090" SG 3/16" AN OR Lu O r0 o TP GLASS 1!8" HS GLASS 31 / 74 16 OR &B 12'NOM. O GLASS BITE EXTERIOR - --r ;= Z LU I} r 33P 010 3B / 70 73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • � ��, �ICENSF •• /�� * : No. 58705 i �S •'•'z ORIDP,.•'G�� '0 NAL A. LYNN MILLER, P E P.E.# 58705 Y W i > M 'nay Lu O r0 o 0 U) n a o0 U' N i I0.1 O p�o a� Z "� Z LU O n w a (7 00 o arc n Lu co t LU ¢ O U) 9/?.c> Y O Z O 0: LU 0 W O7 O a LU 0 <n 13.45 j0 = W S� Q' Q o (L o Z Z n w O -I W = Q 0 � ��, �ICENSF •• /�� * : No. 58705 i �S •'•'z ORIDP,.•'G�� '0 NAL A. LYNN MILLER, P E P.E.# 58705 Overall Width Sash Configuration Sash Range In n9 (�) Design gn Pressure (lbs/fe) for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. N 1/a -1/Z 1/a 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 44" 1/a-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 W Co a 1/4-1/2-Y4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" %3-1/3 1/3 13.303 - 16.675 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/a-�/ �/a 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 = �a_1/z-1/a 12.038 -16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" 1/3-1/3 Y3 16.303 - 20.675 +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/a-1/_Ya 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y3-1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4_112-1/ " 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-116" custom 24.063 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 %1/3 1/ 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Ya 1/?/ " - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +56.6 -58.6 Ya--�2-�a "" -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 138.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +52.5 52.5 120" �/z 1/4 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 58.2 +53.9 53.9 +48.7 X8.7 MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH - 57.924 2 "" MIN SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) . OVERALL WIDTH - 58.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1/8" AN GLASS .090" PVB '30 -- 1/8' AN GLASS � - �!r 1rz• NOM. II cuss BITE EXTERIOR 32 --/ 7a GLASS TYPE 1 13116' NOM. GLASS STACK AIRSPACE! 090" PVB 118" AN GLASS- i/8" AN GLASS Cl�OR 1 B -, 11rNOM. GLASS BRE EXTERIOR NA hj @OR(33B 1 ASS TYPF 4 _ 13116" NOM. ~ GLASS STACK AIRSPACE 090"PVB 118" TP I 118" AN 12" NOM. GLASS BITE EXTERIOR • • • • • • • • • • l�:7 GLASS TYPE 5 • •• • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • i• •• • i • •• •• ••• • • • ••• • • LYNN ` * i No. 58705 O ' SM pr., l 10NAL IE� A LYNN MILLER, P.E. P.E.# 58705 ! W ? N > v M as O it o o U) atop i Overall Width sash Configuration Sash Width Ran In 9e f) Designlbs/ft2) for XOX Windows ( Pressure Glass Types: 2, 3 Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/a-yz-Y4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 44" 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y, -y, -y4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/3-%3-%3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �s-Y,%4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-118" 1/3-%3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4_1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/3- 3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4_1/%4 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ 1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4 %2 1/4 " -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3-%3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4 -Y 1/4 " -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %3_%1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 '/4-1/2-y4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-%3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 1/4_1/2-1/4 " -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-518" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 7/� 1/3 1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_ y4 "" -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 0 -80U800 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL 110 H - 58.5511 2 "" MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. .090" PVB 1/8" HS GLASS 118' HS GLASS 24 X30 12" NOM. GLASS BITE EXTERIOR ---� 3� GLASS TYPE 2 3/16" AN GLASS .090" PVB 30 •1 3/16" AN GLASS ( 23 12" NOM. GLASS BITE EXTERIOR _ 71 (32 GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Goo • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I Lucc iB i Y � o � v; r1 � •=a O U) N atop 0 r z o O j a /n Z J O y W O Z LL CDLLi m x v r o� Q () J RA FJ ""(7""(7=V Z� is Q O W > C3 U) aZ C3 Z m o u W W 0) 0 Q M LLO W W ® rn N uj a � � O ""us = W LL a o O Z Z n ¢ � C7 O J W = Q o auu osap sa„as 00NY LYNN _��•' jCEN$F �� Q-: �.: No. 58705 �O SATE F i Cis 't 0 R10P .......... •''G�� "/'O 110'\ NAL 0 \0 A. LYNN MILLER, P.E. P. EA 58705 Overall Width Sash Configuration Sash Width Range (in) Design Pressure (IbS/R2) for XOX Windows Glass Types: 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" ll Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 3/16" AN OR 1/4-%z %4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 44" %3 %>-%3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • • 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 10.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/3'1/3 Y3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = 1/4_1/2%4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 10.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 61" �4-Y2 Y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %3 1/%3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2 %4 12.038 - 20.052 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.96 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/%%3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/2'Y4 " -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.56 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-%3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ Y4 "" -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 17.56 97" custom 25.303 - 27.185 +65.0 10.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3 %1/ 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4 -y,-1/4 "" -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 17.56 109" custom 28.303 - 30.185 +65.0 10.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Y4_1/2_Y4 " -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 17.56 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3 1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 Y4 -1/z -Y4 �" -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 17.56 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 18.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 10.0 +65.0 -80.0 +65.0 71.3 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH -_58_556 ' 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.558 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. �...�..�_ 13/16" NOM. i GLASS STACK AIRSPACE - .090' PVB 3/16" AN OR • • _ TP GLASS 1/8' AN GLASS \3� / I '1' -OR 1B � 12'NOM. U)) GLASS BRE EXTELOR •• • • • • ••• • 0:0 •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 6 L NNEALED) GLASS TYPE 7 (TEMPERED) "-80.0 FOR GLASS TYPE 7 • • •.-P5.oPomLAs9TYPE4r • • • > a O S a w O cn o U)) as • •• • • • • ••• • CON i y Q' •• ••• •• • • • •• O u� LL r2 W O` Z ms = LL o t7 U d 9� 09* "Bo • • • • • • • • • • . • . . • . • • .. . • • • • • •00 • • Z • • • U 00 J M 0:0 •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 6 L NNEALED) GLASS TYPE 7 (TEMPERED) 11111111111/) GENSN��'/�' Q�. P .�� . No. 58705 RION s � /1/1111111\ A LYNN MILLER, P.E. P.E * 58705 Co LU i /`�L/•� > a O S a w O cn o U)) as O CON i y Q' ¢ O O u� LL r2 W O` Z ms = LL o t7 U d 9� _3 J "Bo n r _U Z 00 < J F w o W rn 91A0 oZrn o Z U d' w J J J M rn LL O W W P_ ® N iY O Co 7aa45 = w a Of ¢ o D a o Z_ Z n w �C7 O J W 2 ¢ "PI o I-0 s ,.as 11111111111/) GENSN��'/�' Q�. P .�� . No. 58705 RION s � /1/1111111\ A LYNN MILLER, P.E. P.E * 58705 Overall Width Sash Configuration width Range (in) Design Pressure (Ibs/ t2) for XOX Windows 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. Glass Types: 8, 10, 11 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. 3/16' AN GLASS 1/8'AN OR 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" EXTERIOR 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 W Y4 -y, -Y, 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" Ya -Y3 1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038 -14.333 +80.0 ,110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" Y3-1/3-1/3 14.334 -18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4 -%-Y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3 -y, -y3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4 -y, -Y, 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3 -1/3-y3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4 -y, -y4 " -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 %1/3-%3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/4-1/_%4 '- - 25.302 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 1/e-yz-1/a -28.302 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 y, -y2 -y4 - 29.463 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +130.0 -101.0 +80.0 -90.5 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/d-1/2 %a "" -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 MIN. SASH WIDTH (FLANGE WINDOWS) = QVERALL WIDTH - 58.556. 2 "' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH_57_556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. EXTERIOR GLASS TYPE 8 --3116" AN GLASS .090" SG AIRSPACE I 3/16' AN GLASS 1/8'AN OR In i� N i h 12'NOM. I I Il GLASS BITE EXTERIOR GLASS TYPE 8 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • 00 • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES .00 W > _ 13/16" NOM. GLASS STACK AIRSPACE I .090" SG 1/8'AN OR In i� N i h TP GLASS --- j 3116" AN GLASS !31 I I 74 1 RI I 112" NOM. Fo u" 0 1I�- GLASS BITE EXTERIOR ---� oN 91ACI a Z Z rn o v Lu Ja / o 70-73 33�P�•OR 38 W • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • 00 • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES .00 W > C Y (0 " o \ O N In i� N i h aln0 c O _j Z IL n M _3 C0 W0O Z O =wOo U Ud o J Fo u" 0 1I�- LU LuO .�-. K < h oN 91ACI r- > > o Z Z rn o v Lu Ja W o W m CCD O U 7. 4-5 < = W W < 0 o Z_ a Z o � w U J EO W x < alYL O �asa0 s ,:a5 �ICENSF'• `� P��•' No.58705 •� ��•. Elh)l �\ .• ' SOR10i, AL E�\� lllll\\ A. LYNN MILLER, RE PE,58705 Owrall Width Sash Configuration Sas Width Width Range In n9 (�) Design Pressure Ibs/ft2 for XOX Windows 9 ( � Glass Types: 9, n 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Oterall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Olerall Hgt. 63"Overall Hgt. • �a-1/i 1/a 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/3-1/3-Y3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 7 1/4 1/2_1 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118" 1/3-1/3 1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" Y, -y3 -y3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 1/2_%4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-%3-%3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya-1/2-ya " -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -106.7" 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya -1/2-1/a " -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 9T' custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Yj 1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4 -y2 -y4 " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-Y3 1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4 -y2 -y4 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 1135/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya -1/2 -Ya '' -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -106.7' 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 '" MIN. SASH WIDTH (EQUAL -LEG WINDOWS) - OVERALL )A2 IDTH - 57.556 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3/16" HS GLASS .090" SG • 3/16" HS GLASS ,TIP II 11 GILASSBITE EXTERIOR (32 J GLASS TYPE 9 13/16" NOM. �! GLASS STACK AIRSPACE ��j.'��/ 090' SG TP GL OR _ TP GLASS --� J 1/8" HS GLASS ¢79:OR12 "NOM. GLASS SITE EXTERIOR GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 CTEMPERED) 13!16" NOM. h - I GLASS STACK AIRSPACE • 090" SG 3/16" AN OR TP GLASS • 1/8" HS GLASS \�••,•�`\ L(r I GBITE '•110.0 FOR GLASS TYPES 9, 12,13& 15 LASS Irl�- •• ••• • • • • • EXT ERIOR • ��3p,� 70-73 • QLAIS T}PE�B - 05 • • "•-• " 3B -� • • MAY N&I%E LAD • • @�Y••AA t WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) • FRAMES GLASS TYPE 15 TEMPERED • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • �o c') o 0) as } r > > atop O (7 N Q w O v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z OD Y W � N to 3 �o c') o 0) as } r > > atop O (7 N Q w O v Z OJo LL, W o Z eui u � �a 0 U o ua J W Fzv O W oZo 0. Z W J W J W '- J O Q F- O W rn ® IV � a � 7 ;aays O W 'a 2 g Of o Z) a- o Z Z wZ) v J W = Q 0 a11.'1 '�s:p z i.a5 X7111 pNY LYfVV P��•'•411 VICENy, stn/� No.56705� V 0 WWAJV GNAL �G1�, ////1711111'1` A. LYNN MILLER, P.E. P.E.# 58705 TAR] F IA - GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 .CHOR81 ANCHORS r'INCIER HOS 2ANCHORSATAT THE CENTERED AT THE; THFIXED LITE SASH MEETING RAIL I JAMB 23" MAX. O.C. -+{ 9"MAX. 22-1rz" MAX. O.CT—,:[ . \-MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12"MAX. O.0 -� 2 -ANCHOR CLUSTER DETAIL Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7' Meeting Rail: standard Overall 22-1/8" Overall Hgt. ,37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill E Head & Sill E Head & Sill S Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 21 1+C2+1 2M1+C2+I2++ll ,� 2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 22+1 2 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 72+1 2 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 22+1 2 1+C2+1 3 1+C3+1" 3 74" 1+C2+1 2 1+C2+1 2C2+1 12 1+C2+1 3 1+C3+1" 3 TAR] F IA - GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 .CHOR81 ANCHORS r'INCIER HOS 2ANCHORSATAT THE CENTERED AT THE; THFIXED LITE SASH MEETING RAIL I JAMB 23" MAX. O.C. -+{ 9"MAX. 22-1rz" MAX. O.CT—,:[ . \-MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12"MAX. O.0 -� 2 -ANCHOR CLUSTER DETAIL 00 Y Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Anchor Quantities for XO & OX Windows rn Z p -A g a m Z LL co m= _ W n c r Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Overall Head & Sill � E Head & Sill n Head & Sill d E Head & Sill � E a Head & Sill E ® N N F ,� O d »us 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 21 1+C2+1 12 1+C2+1 31 1+C2+1 IL 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 .31 1+C3+1 A 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 131 2+C3+2 131 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 131 2+C3+2 31 2+C3+2 4 TAR] F IA - GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 .CHOR81 ANCHORS r'INCIER HOS 2ANCHORSATAT THE CENTERED AT THE; THFIXED LITE SASH MEETING RAIL I JAMB 23" MAX. O.C. -+{ 9"MAX. 22-1rz" MAX. O.CT—,:[ . \-MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12"MAX. O.0 -� 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. ---i I— A-- 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. --►1 r- l - 1-4 /iii •i ••i i i i0 4.A Cl� HOR • . • • • • • • : CL'U$TfR DETAILTfR DETAIL NOTES: • • • • • • •) OVER/kL (&P TQ T16) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • •VINDOM, SVBT@ACi 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • 11011E, ROIRE T:E WNDOW SIZE. • • • • • 2) FOR *ft NOT SOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • •• •• • • • •• •• Ud ? 00 Y Glass Types: 8 thru 15 rn 0 Anchor Quantities for XO & OX Windows rn Z p -A g a m Z LL co m= _ W n c r s cv v d I. wi Meeting Rail: Heavy -Duty Overall 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Width ® N N F O d »us Head & Sill < Head &Sill CISHead &Sill OZ Head & Sill III Head &Sill U Head &Sill Eca 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 • 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 131 2+C3+2 4 2+C4+2 • 6" MAX. O.C. ---i I— A-- 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. --►1 r- l - 1-4 /iii •i ••i i i i0 4.A Cl� HOR • . • • • • • • : CL'U$TfR DETAILTfR DETAIL NOTES: • • • • • • •) OVER/kL (&P TQ T16) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • •VINDOM, SVBT@ACi 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • 11011E, ROIRE T:E WNDOW SIZE. • • • • • 2) FOR *ft NOT SOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • •• •• • • • •• •• Ud ? 00 Y O rn 0 (9 N OM�� rn Z p -A g a m Z LL co m= _ W n c r s cv v d I. wi "N �> a r oZ $ z w J O m F LL 0 o ® N N F O d »us < O < OZ O O U - _ Z = J a� .yap s ua5 Y LYN..Al P?� •. VICENSF'•.C�� No.58705 v�0:(/l 1;taTEs6 ��; �(�s '•F<ORID...'' \�� tS ��7�i()/VAL01N�` A LYNN MILLER, P.E. P.E.N 68705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities 21-1/B" Overall Hgt. 29" O erall Hgt. 1 n n Head 8 ill Head 8 Sill ' S for XOX Windows 37" Overall Hgt. 49" O%erall Hgt. 'o Head &Sill ' Head 8 Sill Glass Types: Meeting Rail: 55" Overall HT. a a ' Head 3 Sill ' 1, 4, 5 Standard 63" Overall Hgt. a Head 8 Sill y4 1/z-1/4 12.038 - 12.052 1+C2+1+C2+1. 2 1+C2+1+C2+1 2p1+C2+l+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" //a �/a 1/a 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 21 2 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • • 12.038-13.302 t+C2+1+C2+1 2 1+C2+1+C2+1 21 2 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49"?/2-1/4 • 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-yz--y4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 14.334 - 18.050 1+C2+1+C2+1 2 t+C2+1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O Y4 -1/,-y412.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" Ya -1/a tl% 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-%-1/4 12.038-20.052 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86-25.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4_1/ 1/4 "" - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-y3-1/3 26.166 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4 -1/2-y4- -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4 -1/z -Y4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303-29.185 1+C2+3 C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2*1 3 custom 29.186 -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120"%4-%z 14 -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C2+3+C2+1 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL mO 1 n - olsza 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIOTH__56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 12" MAX. 0 �- 2 -ANCHOR CLUSTER DETAIL ANCHORS i ANCHOR AT CENTERED AT THE THE SASH I MEETING RAIL 3 AN, AT THE FIXED LITE L 22-1l2" MAX. O.C. --' ' •Z•- • • __ _ • 9' MAX. • 1+E I • • •...� W-6 1 MO CLUSTER OF 2 3 ANCHO ANCHORS IN THE 3NTERED AT THE JAMB MEETING RAIL 1ANCHORAT '1 c THE SASH I _ X O • • WETYIGGAIL- • • % • • • • • ••• • AX 9 MAX. -j I • • jEP64 @NCHOR PATTERN AT SILL ••• • • • • ••• • • w O p a n C' »op U) O Q OW (0 N Z w O j R to Z O -j O Z LL C' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d OD Y Lu =_ > o 0 rn w O p a n C' »op U) O Q OW (0 N Z w O j R to Z O -j O Z LL C' w o U U d of n "F;p �N LU >rc U) O Z a Z V Of J W m m u - O ® bi u IV O Z I>ays Z O n s V g 2 JU Z = 5-, 7t7qt>A 11111n�ur!/// .�` NY LYN , 0' OCENSF -.. No.58705� O E CAIS ••• 'CORIOA,. •'' �� 101VAL 6N�'`` "01111110, A LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49' Over-all Hgt. a a a Head 8 Sill EHead & Sill m Head & Sill m Head & Sill Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. a n a E Head & Sill m Head & Sill E o M y4%% 12.038 -12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" �/. %%a 12.053-15.008 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O n /a -%-Y4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a -Y,% 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 J %4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a -1/a �/3 14.334 -18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D �i 1/z-%4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" Y3 -y3 -y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 y4 -%-y4 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %--% �/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.063-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-Y3 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4 1/r%4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2+1 2Kl+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.1135 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 22+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a -%a :/a 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 22+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 22+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 22+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 ya j/rya 30.186-36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 22+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %4-1/2 y4 `" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-m'/,% 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/s 1/z -Y4 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 +3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 +3+C2+1 �1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 -' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, 12" MAX. O.C. C \ II J 2 -ANCHOR r`I I ICTCD nCTA11 6" MAX. O.C. --�I r-- 3 -ANCHOR rl 1 loco noTAH GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 3'INCHORS': ANCHORS IN THE •••"' 3�ANIlHORS AT ENTERED AT THE JAMB I TF SASH J •MEET�N6 RaL I Ee L MEETING 22.1!2" MAX. O.C. Ir--• • • - • • • i ANCHOR AT 9"MAX • \ • • • • J• •1 �• MAX O.C. THE SASH I I •• • __. •.J ____J •L_ _ 9'MAX. • • • : • • • • 1W ING R,%L, • R,;EAT ANCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i °2 Y W > w o M 'nuH oIn 0to aloe Q C7 N OM �w K y O 0 J O a y W Z LL m� O n $Or L=) d o a LW) U.1 00 I- W a J H umn p aN r > V) 9Z a O Z V Z J LU M LL 0 F 0 ® a. } N m ,� N 0 O F_ )- ZQ Ta-. 4-5 D a 0 o 5 Z ir 0 O w O = Q Q all!1 saps uas CNV LYNNr//'�� No.58705 _ �g C O XN .• F /O•NAL LORIO �GN �rr I11�� A. LYNN MILLER, PE. P.E.# 58765 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities 21-1/6" Clwall H9t. 29" Overall Hgt. Head & Sill E Head & Sill for XOX Windows 3T' Owrall HgL 49" Overall Hgt. Head &Sill Head &Sill Glass Types: Meeting Rail: 55" O%Mll Hgt. Head &Sill m 8, 10, 11 Standard 63" Oherall Hgt. Head &Sill m w O N El 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" to 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 FU uJ v a 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" /a-1/r1/a 13.303-1 - 8.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F- %_1/2 1/4 12.038 -14.333 1+C2+1+C2+1 1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" Ya_%a_1/a 14.334 -18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O �%2-1/ 12.038 -16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/a -%a -%a 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Y4 yz--1/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+C3+1 3 1/3-% 1/a 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4-Yz-1/4 - -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %a_1/a_1/a 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/2_4 " -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 Ya_1/a-1/a 27.186 - 32.675 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y Y2_1/4 - -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 Y3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 Y4_Y2-Y4 "" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 Ya -1/a -1/i 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+ 3+2+C3+2 3 1/i '/2-Y4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 133.186-38.222 2+C2+ +C2+2 121 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 31 2+C3+3+C3+2 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 53.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) - OVERALL WIDTH - 57.556 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. -{� - - 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. - i+ - n 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF�2 \ I CLUSTER OF 2 l ANCI HORS l ANCHORS J 3 ANCHOR: 1 ANCHORA N �R�;E}({ A^T�Til CENTERED AT THE IN THE SASH ��Ir'IV "�Y ., 3WNOF10p5 AT I JAMB i ME L L MEETING RAIL • r -� 11•IERXESLITE 22-1/2' MAX. O.C. •- • • • • •;1 ANCHOR ATAT • • • • • • • • 8" MAX. Ll -•I �• MAX O.C. THE SASH •• •�' • -- iJ -----��--- - 9"MAX. • ii X • •1/ • 0 • • •••--- 1�_� • • •00 • • • • • : • : • • ING RP L• • RM EAT ANCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W � Y (q >_ w O N El O O U) N z w a1°0 It Q O g to z0 O J O av z'� n m� ci z W O s� U d Occ J FouJo FU uJ v a Q °N O > r > •0 a - Z mW z W J J M CIO LL O O F- r1 H z raa4s = O Q o z O U J z = Q AQ a, s .,a5 LYNrlrr//i 41 �IGENSF /C�c� * : No. 58705 • 1t - - O '.� %�0'. STATE F/o•: 4V�- iS •'•'tORIDP.•'•GN 70NALWN�\• A. LYNN MILLER, RE P.E.M 58705 Overall Width Sash Configuration Sash Width Range (in)a Anchor Quantities 21-1/8" Overall Hgt. 29" Overall Hgt. I a Head &Sill E Head 8 Sill for XOX Windows 3T' Overall Hgt. 49" Overall Hgt. Head 8 Sill ' Head &Sill Glass Types: Meeting Rail: 55" Overall Hgt. 'o a ' Head 8 Sill 9, 12, 13, 14, 15 Standard 63" Overall Hgt. a Head 8 Sill ay 1/4-1/z 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" %3_1/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3_1/3_-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F y4_1/ 1/4 12.038 - 14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3_1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 = Y4-1/2-!/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3-%-% 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C3+1+C3+1 3 %-Yz-%4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %>-%3-1/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4 -1/2-y4 •" -24.082 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y3 -y3 -y3 26.186 -31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3_1/3-1/3 27.186 -32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/z Y4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 -30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-%3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 y,%-1/4 •• -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 -33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 y,1/3-% 33.186 -38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4-1/2-Y4 •• -31.052 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" 1 custom 131.053-33.185 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C3+4+C3+1 3 1+C3+4+C3+1 13. 1+C4+4+C4+1 3 custom 33.186 -38.222 2+C2+2+C2+2 121 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 12"MAX.O.C. -r- - --� 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. -�-I 3 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. 4 -ANCHOR CLUSTER DETAIL •• MIN. SASH WIDTH (FLANGE WINDOWS) _ OVERALL WIDTH - 58.556 - 1\ . 2 I -'MIN. SASH WIDTH (EQUAL -LEG WINDOWS) _ OVERALL WIDTH -57.556 GUIDE TO USING rl z ANCHOR QUANTITY �W$ cwsTER oft 3ANCHOR: TABLES FOR XOX 1 HOR AT•�1: • • iCEN FRED AT THE All R IN THE WINDOWS: TNESASH �I �AORS A7 ( MEETING RAIL JAMB tI l4iED LIIT� 22.1/2" MAX. •.6. -_•� i 19 • • • • 1 ANCHOR AT 9" MAX ► 12" MAX O.C. THE SASH NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG• -- X : J: a-- Q _ : _FlUlIAT 9" MAX. WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE 7TO DETERMINE THE WINDOW SIZE.• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RIALS NCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W rp Y 1/J > m ay ON �o (D 04 i ¢ 200 R' Q N O M d rn O z J 00 z LL m W W O r s� UU_ �9 00 I x� Q w (7 o -- v I--J61MO Z O Z V D JIn W T LL O F O a X � 0 O F Q laays C7 0 z = r U U 0 J z = Q Q0 s ,,a5 LYN "' ooN GENSNMQ,'/i P�. F .l3 * No. 58705 = O s aTE of i CCS •'•:�� 0RL0P,. •'G\�� S�ONAE L r11N� A LYNN MILLER, RE P.E.p 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE -i-►i 1/4" OVERALL (EIGHT EMBEDMENT EMBEDMENTAND UIS I ANCE PER SL SEE TABLE 19. )12" LENGTF1, CEI ABOVE SASH VISIBLE LIGHT HEIGHT INSTALLATION OPTION 2 _ INSTALLATIWbPTION 3 i ANCHORED THROUGH FRAME ANCHORED THROUGH. FRAME AND 1X BUCKSTRIP 1 LI DIRECTLY INTO CONCRETE/CMU 1/4" MAX. SHIM •Iw. INTO CONCRET&CMU. SEE TOTE 2, THIS SHEET. • IEDMENT SEE TABLE 114'MAX. SHIM1t• —_- ,� EMBEDMENT - NOTE B, FOR Alu I m TS in. I T • HFAD TYPE SASH VISIBLE 4 r •A39Ste•I • • a 12 83 ' LIGHT WIDTH EDGE DISTANCE 'I r� — 17 ` EDGE I � �� cz+•f .. .�' �� •I ft � Ilii\ a DISTANCE , DGE_ SubstrateMin. i �--i 1 LI FIXEDVISIBIE LIGHT WID TH ISTRATE. • i • 91W • L 1412 St•el, 16-8 41e Alu I m TS in. I 0.063' ' •A39Ste•I • • , I 83 ' I tud, r. mi;F— A_- (18 Ga) fERED' Concrete (min. 3.35 ksi) 1" 13/4" EXTERIOR' Ungroutcd CMU, (ASTM C-90) - ' 1-1/4" • •v - 18 fvl v 74 15 TYP ANCHOR TYPE, _I t' -1 • 1-9181' tn•' •reel LRMCRn , UWroutej CMLI•(AS C• ) • 2-172& • 1- 4. EMBEDMENT AND EDGE L 6t1uthem PRIe (SG=255)6 1" • OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION -A-A & NOTE B FOR HEAD TYPE. 8' LENGTH, CENTERE AT MEETING RAIL, ANCHORED WITH (4 )SCREWS, In 6o ONLY REQUIRED IF OVERALL HEIGHT IS OVER 63"11 . .. w I T 1/4"MAX. f SHIM ' EXTERIOR EDGE TYP. ANCHORTYPE. DISTANCE EMBEDMENTANDEDGE DISTANCE PER SURSM INSTALLATION OPTION 2 SEETABLE 19. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B -B HORIZONTAL SECTION C -C (SHOWN WITH MONO, GLAZING) NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19, ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. I EXTERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 19. TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. Anchor SubstrateMin. Edge Min. istEmbedment • Southsn Pile (•G=155)♦ • 91W • 1_/8" 1412 St•el, 16-8 41e Alu I m TS in. 0.063' or SS Sc •A39Ste•I • • • 310" _W_3 • 0.063' I tud, r. mi;F— A_- (18 Ga) 1/4" Concrete (min. 3.35 ksi) 1" 13/4" 410 SS GeteF e Ungroutcd CMU, (ASTM C-90) 2-12' 1-1/4" • •v 4604t1em Pine (SG=O.Sj) 1' • ` . Concrete (min. .85 si)• t' -1 • 1-9181' tn•' •reel LRMCRn , UWroutej CMLI•(AS C• ) • 2-172& • 1- 4. • •. 6t1uthem PRIe (SG=255)6 1" • • 1-0/8" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1 \TYP. ANCHOR TYPE, EMBEDMENTAND -EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. W C2 Y (p W M .ay 0 ttpp D r o O to } n j x slap wQ C7 C4 O OJ �rc O Z O LL o ' w Z cp c� n =w R n UUco UJIv oa _j ""o- w Z is Q aN r ? T ¢ U) 9M0 p Z a Z UJI J W O O O 0 d Z aar5 O0 O Z J U J Z = Q - -litl sap s vas ` `Q�?•'•GICENgF M/l�F/� No.58705 s •'•'t ORIDP.. �"",l�0NAL)ENG A. LYNNMILLER, RE P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 NOTES: �JI HEIGHT IS OVER 62". ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. TYP. ANCHOR TYPE, OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. DIRECTLY INTO CONCRETE/CMU. EMBEDMENT AND EDGE OFTHEWINDOW. DISTANCE PER SUBSTRATE, 1/4" MAX. SHIM •" EMBEDMENT 5 20. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE EDGE DISTANCE ��-i EMBEDMENT 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS 18-8 or 41 DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. _,_ti- — T Z SASH VISIBLE WIDTH 12 1l4" MAX. D EMBEDMENT EDGE SHIM — � DISTANCE i_ ' � a LIGHT "stud, (0.43 min* • 3/Y' 4 6.045" (18 Ga) Fii.,o�0 W 00 - W ¢SID TYP. ANCHOR TYPE, I 114"410 SS CreteFlex Ungreuted CMU, (ASTM C-90) EMBEDMENT AND EDGE Z ,Sjuthem Pine ( G=0.5) DISTANCE PER SUBSTRATE, SEETABLE20. ,i.N.M,v✓ • .. I .--n.vwv.... 63 EXTERIOR - 3 12" LENGTH, CENTERED 20 ABOVE SASH 18 fL v U routed CMU C- BUCK HEIGHT 5 10 v 1 I 114" MAX. 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE BUCKWIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT 11 HEIGHT B 52 _ 51 50 1 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (PA 60). ONLY HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) / I v REQUIRED IF BUCK NOTES: �JI HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON I TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. TYP. ANCHOR TYPE, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE EMBEDMENT AND EDGE OFTHEWINDOW. DISTANCE PER SUBSTRATE, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE •" EMBEDMENT 5 20. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE EXTERIOR EDGE DISTANCE INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION INSTALLATION OPTION 3 CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE ANCHORED THROUGH FRAME AND IX BUCKSTRIP OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER SEE TABLE 20. OR ARCHITECT OF RECORD. 17 / 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS 18-8 or 41 DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP Min. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. Substrate —�{ 1f4' MAX. SHIM Embedment D o EMBEDMENT 8 1-318" M12 Ste01, Alumiwm, 6X36T5 i•In. • 17 / EDGE 18-8 or 41 DISTANCE FIXED VISIBLE r LIGHT WIDTH COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. ••• • • • • ••• • • 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, \—EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS, C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Min. Edge Min. Anchor Substrate Distance Embedment D o O (00 1-318" M12 Ste01, Alumiwm, 6X36T5 i•In. • • 3/S' v 0.063' 18-8 or 41 _ N Z SS Screw • 3 t W 0.063" as "stud, (0.43 min* • 3/Y' 4 6.045" (18 Ga) Fii.,o�0 W 00 - W Concrete (min. 3.35 ksi) 1" 1-3/4" 114"410 SS CreteFlex Ungreuted CMU, (ASTM C-90) 2-12' 1-1/4" Z ,Sjuthem Pine ( G=0.5) 1" 1-318" U •Concrete (min. 6856si) • 115 • 1-i{8" 1/4 Steel U routed CMU C- 2-11.k2- • 1-A4" U•ree4n • { �•Pthem Plpe (SG=�55)• 1 1- 8" ••• • • • • ••• • • 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, \—EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS, C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1111111111/�� * No. 58705 11 ORJOFI s O AL\\1 11 A LYNN MILLER, RE P.E.e 58705 W ? > o (�! D o O (00 ut y O N i N aI 0 O O (9z _ N Z p1-18 aN Z IL m o W o n LM ) U o a' J Fii.,o�0 W 00 - W .pN cl > r Z Z U W W J W LL J O Q m rn X j ® N W u M O Z 7=ayS = O a O w Z _j F r\ U ¢ Z = ailu � sap s .n5 1111111111/�� * No. 58705 11 ORJOFI s O AL\\1 11 A LYNN MILLER, RE P.E.e 58705 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE _ DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT -_��- DISTANCE EDGE DISTANCE - EMBEDMENT 1_ 1/4' MAX. SHIM 12"LENGTH,CENTERED 2 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE) DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 52 BUCK HEIGHT G C 50 � 114" MAX SHIM EDGE DSTANCE EXTERIOR o00TE o a") _ - H to Z W J J ir -' Max. a �- EDGEDI1STANCE O.C. EMBEDMENT TYP, ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. • •SoBlheAl PiA9 SC=065 VERTICAL SECTION B -B INSTALLATION OPTION 5 EDGE ANCHORED THROUGH FIN INTO 2X lf_ DISTANCE WOOD FRAME OR BUCKSTRIP jl. { Imo--- 1/4" MAX SHIM SASH VISIBLE LIGHT WIDTH EDGE DISTANCE 1/4" MAX SHIM TYP. ANCHOR TYPE. I i EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. I f - FIXED VISIBLE LIGHT WIDTH EXTERIOR L? �I V 14 15 U -^ BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-12" OF FIN CORNER. -� I EXT�Er-RyIOR 21 V MIAMI -DARE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. EDGE DISTANCE I i I EMBEDMENT I 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. 1)MIN. LoJ jitiKL1W5 CCWNU li9C MWAL*Utwl NA 16.0 • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • LU �? Ir LuV D VEo n C7 N i H 0 M OJ$ ay Z LL CC)s� UU_d 0, Z a W _ o Z a u o00TE o a") _ - H to Z W J J ir Min. Edge Max. Mi n. Anchor Substrate Distance O.C. Embedment 2-112" x .y3" Box Nail • • .SoWheqg Pit; ( =0.5 5116" 5" 2-7116" 2-1/2" x.13fCommon NMI • •SoBlheAl PiA9 SC=065 318" S. 2-7116" 2-1/2" x .145" Rpfing Nab . .Soythery Pira =0.5 . 318" 5" 2-7116" 2-112" x .1 Goff •SoutAbm PA (S6=1765) 3/8" 5" 2-7116" `�• Southern Pine (SG=0.55) 112" 5" 1.318" #10 Steel Trusshead Screw or 0.125" Aluminum, 6063-T5 min. 5116" 5" 0.09" R12 Steel, SS "r. ` ��„ A36 St�l . S116" 5" 0.050" 0.04;► (111Ga)1Steel StRI, f�. 3�5116" 1)MIN. LoJ jitiKL1W5 CCWNU li9C MWAL*Utwl NA 16.0 • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • LU �? Ir LuV D VEo n C7 N i H 0 M OJ$ ay Z LL CC)s� UU_d 0, Z a W _ o Z a u o00TE o a") _ - H to Z W J J ir to 0 0 w 'C r mop pn Z_ -J ' J ¢ L C r ® N W Z ac T--; x O O Z J r U J E z Q Z aq!i � sap say. \\9 CICENSF •' /�(� '� `�• ; No. 58705 '•, * = -10 ST TE F '•.'O<OR10P.•'� �� ONAL '/11111111\\ A LYNN MILLER. P.E. P.E K 58705 �+- 2.724"� - 2.560" I I �- .062" HEAD, FLANGE FRAME 2.724" ---- UI� i_ I 3.651" �wr O SILL, FLANGE FRAME ---- 2.105" -� .062" 2.273" .062' G 10, SASH PULL RAIL 2.724" --�{ OHEAD, INTEGRAL FIN FRAME {�-- 2.724" 4.276" 062" .0 SILL, INTEGRAL FIN FRAME - .170" r - 2.149" 1.309' i c i 1.136" 100" 1.300" �1x SASH LOCK RAIL SASH TOP & \� BOTTOM RAIL (� 2.724" I 2.060" .062" CHEAD, EQUAL LEG FRAME U SILL, EQUAL LEG FRAME I -�- 2.2.11" _...� TI •!Ur -s 1.803" Lrp,1 170' i4 HD MEETING RAIL 1.488" L11 6 JAMB, FLANGE FRAME 1.246" I 3.908" - 062" SILL ADAPTER �+- 2.112" I I I - 2.786" .062" -r1 JAMB, INTEGRAL n FIN FRAME .040" 1.513" - 1 �{ .808" - 10INSTALLATION , HOLE COVER r- 1.415" ►{ 8 \\ I I II U-�-711,0" .062" 1a SILLTRACK .360" ---i 1.032" .045" 11 STD MEETING RAIL \ta SCREEN ADAPTER �- i 2.786` 5 ' .062" /s JAMB, EQUAL LEG FRAME .062' 723" - r -►� .875" f te• WINDLOAD ADAPTER �ppppp� 1.446" I .518" .040' .-' T 0 ANTI -LIFT CLIP -1.630' Ir .464" -•-1 L797" -- .798' I I .070" --►{ I►- .065" -� /x8 IG BEAD 1. IG SNAP BEAD • • 000 • • • • • • • .050" -�,I - TABLE 22: MATERIAL PROPERTIES USED HOT -MELT • • • • • .045" BUTYL AL U DESICCANT FILL -- ai CONE • • • tPOIYISOBUTYLENE FOR ANCHORAGE CALCULATIONS: STRUCTURAL • REI�FO�C N • • • • SEAL 5/16' NOM. •i __�_ Material Min. Fr Min. F. POLYISO-114" NOM. • S'16 i i i • • : • • • 5(,151 NOM. �, SILICONE Stwl Screw 92 ksl 12D ksl BUTYLENE WITH SEAL 188 Screw 80 kai 95 ksl DESICCANTSTRUCTURAL BUTYL & ROLL -FORMED 795" 795"SILICONE DESICCANT l 410 Sc" 90 ksl 110 ksl FOAM WITH FOAM STAINLESS STEEL Elco UOaCon® 155 kin 177 ksi DESICCANT / EXT. GLASS • • • • 4EXT. GLASS _ J • 1.492" �1 .612" �-t 410 SS Elco CretoFlaxM 127.4 ksi 188.7 ksi EXT. GLASS � • • �• • j"' •GLASS 806345AI-Irun 18ksi 22ks1 INT. GLASS A38 St" 36 ksi 58 ksl T. GLASS INT. l.P,SS • • IMT. •LAS • 203 7116" BEAD x4 5118" BEAD • • • Gr. 33 Steel Stud 33 ksi 45 ksi 0KODISPACE SUPER SPAQER• • • • �DURASEAL• • • • / XL EDGEn 70 4SG TPS 71 NXT TY • • • • 72 5VACER • • • 73 SPACER • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �.� SONY ILYN/b'11,, * : No.58705 �� Z1'A1jj' '44i '1 A. LYNN MILLER, P.E. P. E-0 58705 W > O gO M O U) 0.W 0 O Q CON z w O It Z a Z J O y LL 13 5 O Z m= 0'6W r W - c0 F oN W > rc 07n0 a Z Z U LL J O 0 co u = to aav5 LLO Z O Z) - w ~ O Q W aprl �sa0 sa - �.� SONY ILYN/b'11,, * : No.58705 �� Z1'A1jj' '44i '1 A. LYNN MILLER, P.E. P. E-0 58705 TABLE 23 Item# Part# Description Material 1 624038 Head, Flange Frame Alun. 6063 -TB 2 624039 Head, Integral Fn Frame Alun. 6063-T6 3 624040 Head, Equal -leg Frame Alun. 6063-T6 4 624001 Jamb, Flange Frame Alun. 6063-T6 5 624017 Jamb, Integral Fn Frame Alun. 6063 -TB 6 624028 Jamb, Equal4eg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fn Frame Alum. 6063T6 9 624037 Sill, Equal4eg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alun. 6063-T6 11 624043 Sash Pull Rail Alun. 6063-T6 12 624006 Sash Lock Rail Alum. 6D05A-T61 13 624041 Sash Top & Bottom Rail Alun. 606376 14 624027 HD Meeting Rail Alun. 6063T6 15 624005 Std. Meeting Rail Alun. 6005A -T61 16 624047 Screen Adapter Alun. 6083-T6 17 624051 Installation Hole Cover Alum. 6063T6 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alun. 6063T6 20 624015 Anti -Lift Clip Alun. 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alun. 6063T5 23 624026 7/16' Lami Glaz. Bead Alum. 6063T6 24 624013 5/16" Lami Glaz. Bead Alun. 606376 30 6TP247 Glazing Bead, Bulb VIrryl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bub Vicryl for #624009 & #624011 Vicryl 32 712653K Mono setting Block 3132 X Ile X 1" Neoprene 33A 71715K Lami IG Setting Block 118' x 3/4' x 1-1114" Neoprene 3313 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vicryl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Gude Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Tap Rail Gasket, (LH & RH) Polyethylene 43 7240.55 Sash Bol Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170', Fn Seal @ Sash 51 Weatherstrip, .187' x .270", Fn Seal @ MR 52 67070 Bub Vinyl 60 710X38PPAX #10 X 316" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PDX #B X1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 Aluminum Screen with Fiberglass Mesh Varies 70 - Kommeding Kodispece 4SG TPS 71 - Quanex Super Spacer nXr See Sheet 18 for72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) ( ) INTERIOR I� • • • •i • • • • Iry ICRIVII 1 36 • • • • • • • • • • • • • • • • • • •• • • • • • • • ATE& • • • • • • • • 1) ACL CORNEIZS•YO USE BASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I ryAY ••......N o �a� .• C)CENSF �/ll� *;• No.58705 •� ' HATE 0 / �<(/�� s•.O, RIDP,••• "''%S;O,NAL A LYNN MILLER, RE P.E.# 56705 coY tyn > O r o o rO O N i 'l°0 0=' Q V In O Cl)_ a v) O 0 J O Z LL. C> m i W LU O — =ui d 0 U ULU Co j ~o J :,«0.0 eN v ' z oZo U _ It J J LL O ¢ O IY W W rn ® IV O O Z aauS LL j O o z o6 n 2 CIL O = Q m ,.as ryAY ••......N o �a� .• C)CENSF �/ll� *;• No.58705 •� ' HATE 0 / �<(/�� s•.O, RIDP,••• "''%S;O,NAL A LYNN MILLER, RE P.E.# 56705 M IIAAM1-DiADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 070 Technology Drive Torth Venice, FL 3427 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is m i d ad e.eov/eco n o my 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 000000 This NOA shall not be valid after the expiration date stated below. The Miami-DadL- Cptwty Prod-dWControl `; • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Mn�y) resemdfhe right '. .. ....... to have this product or material tested for quality assurance purposes. If this prM . or materia.l Fails to • perform in the accepted manner, the manufacturer will incur the expense of such t*,jt* *j and tbei, %HJ maj ..... immediately revoke, modify, or suspend the use of such product or material withiui xhI;yjurisd2c4q4r1.• REX .... reserves the right to revoke this acceptance, if it is determined by Miami—Dade. Cawnty Product Control .:..' Section that this product or material fails to meet the requirements of the applicablebuilding code. 0*: • • • • • • This product is approved as described herein, and has been designed to comply IM4tbe Florida -Building •, Code, including the High VelocityHurricane Zone.- • • • DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — 'N DESCRIPTION:, • ; • • • • APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Inst ;l• kmy, sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control 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 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 Manuel Perez, P.E. NOA No. 18-0430.06 MIAMI-DADE COUNTY Epiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 • • 0 • 2) Uniform Static Air Pressure Test, Loading ger FBC, TA8•20-94 • • • • .. 3) Water Resistance Test, per FBC, TAS 202-94• • • • ; • • ; • • 4) Large Missile Impact Test per FBC, TAS 241'94' 5) Cyclic Wind Pressure Loading per FBC, T,4$**11-94 • ; ; • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and'TAS*202-94...' ..... along with marked -up drawings and installation diagram of an aigmipum side jhung • • • • window, prepared by Fenestration Testing Laboratory, Inc., TdU Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis UWga P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; ..... �; • • 2) Uniform Static Air Pressure Test, Loading par-FFSC, TAS 292-94 . • • �: 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel e- . . Product Contrdl Exa iner NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. •000 F. STATEMENTS•. "" 6096 0 0 1. Statement letter of conformance to FBC 6tb Edition (2017) dated Apl� 4i 2018, •; issued by manufacturer, signed and sealed by Anthony Lynn Mi11df,•P.E. "• ' • • • • • 2. Statement letter of no financial interest, dated April 24, 2018, MM by mane facturer* 9 • • • signed and sealed by Anthony Lynn Miller, P.E. • *see 0 0 0 0• 00000 3. Proposal No. 18-0005R issued by the Product Control Sections -dated 01/16AI8,•signed•:00 by Manuel Perez, RE • • • • • • *so*** • 000000 00 G. OTHERS 0000:9 1. None. ' ..' *000 :... 0 Manuel er .E. Product Control Ea ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG 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 INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MU1MI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS 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 LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. 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 INSTRUCTIONS. 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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 CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NON, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES —�{ WIDTH WIDTH I I WIDTH �— SHEETS a & 9 �[ 119 -AN, .090' PVB, 1/8" AN 2 EQUALLY X La = RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. At 7-13/16" MAX. O.C/__-� 18-318" MAX. 17-314" MAX. -.. 17-314" --+� (17.114` BUCK)- MAX Imo_ 9-12" MAX. D. SEE O.C. 19" MAX. DUCK} SHEETS 8 B 9 A. SEE Description (Limed from Exterior to Interior) DP Table # SHEETS a & 9 �[ 119 -AN, .090' PVB, 1/8" AN 2 EQUALLY 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .OW' PVB, 1/8" AN 2 . SPACED ANCHORS PER 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" AN, .09(" PVB, 1/8" AN 3 TABLES6 & 1/8" HS, .D90" PVB, 1/8" HS ! 17.3116" MAX OC 5 3/16" AN, .090" PVB, 3/16" AN 84" "-� MAX. 6 TIP 4 7 12.1116" MAX. O C. TO 4 x.� I4� " y TIP EQUALLY SPACED 9 } HEIGHT ANCHORS PER ( // 13-5116` MAX. O C TABLES 6&I 9-112" MAX 11 13116" LIG: 1/B" AN CAP, AIRSPACE, 3/16" AN 090" SG 3/16" AN (9" MAX. BUCK) 12 ' Z 13 A !A Z 14 13116" LIG: 3/16" AN CAP, AIRSPACE, 1J8' NO ANCHORS AT SILO 4_j 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" —►IB 53.118" MAX. TIP TO TIP WIDTH' WEEP NOTCH w J 'a ,1' AT EACH CNO "ELEVATION FOR TYP. FLANGE FRAME. SHOWN WITH EQUAL -LITE CONFIGURATION Z TABLE 1: ALLOWABLE GLASS TYPES _ TYP Description (Limed from Exterior to Interior) DP Table # 1 119 -AN, .090' PVB, 1/8" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .OW' PVB, 1/8" AN 2 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" AN, .09(" PVB, 1/8" AN 3 4 1/8" HS, .D90" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 118" AN, .090' PVB, 1/8" AN 4 7 131W LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .OW' SG, 3/18" HS 5 10 13/16" LIG: 118' AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13116" LIG: 1/B" AN CAP, AIRSPACE, 3/16" AN 090" SG 3/16" AN 5 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 118" H Z 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" !A Z 14 13116" LIG: 3/16" AN CAP, AIRSPACE, 1J8' 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" O CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM Ell 300-09 •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT D, SEE SHEET 10 C. SEE SHEET 10 1 5" MAX. j O.C. 52-118" MAX. BUCK WIDTH .MAX. O.C. D f -J 4-11116' MAX. 83" MAX. BUCK HEIGHT 4-11/16" MAX. --+{ r�1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL -LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. S, .090" SG, 1/8" HS 5 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME • PRW ESS O LL FgVE TYPES (FLANGE, INTEGRAL FIN OR AN, .090' SG, �{i "AN •5 + • EQUAVLE�/B�. • HS, .090" SGl1I8" HS •5 • • + • • • HS, 1/ "y5 •s • • • • • + • • • •• ••• •• • • • •• SG= KURARAY SENTRYGLAS• INTERLAYER BY GENERAL NOTES ................................................. 1 KURARAY AMERICA, INC. ELEVATIONS......................................................... 1 PVB = KURARAY TROSIFOL• PVB INTERLAYER BY DESIGN PRESSURES/ GLAZING DETAILS........ 2-0 KURARAY AYFSRIC&,".• • • ANCWR QUANTITIES .......................................... 5-0 AN = ANNlALED • • • • • INSFAL•ATION, FLANGE ..................................... 7 HS = HEAlkYrRENGTNENED • • • • 1INSITAILIATION. EQUAL LEG.................................8 TP = TEM AERqfib : • • • ON : 0 • 1 IN9rALPATION, INTEGRAL FIN ............................ 9 • • • • • i • • EXTF�1SION PROFILES ......................................... 10 ASSt�r1BLY & PARTS LIST .................................... 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No.58705 TE OF ST 8118' ''��s`S�ONAL �NG`�• 77j1 r1111111111 A LYNN MILLER. P.E. P.E.I/58705 W O 15w N }Lo >> ,!0 O W ¢O 0 _j ae Z Q J O y Z <L W O n = W o UU d w Z a Z¢ J V .0.0 oN LU rc f` ¢ Z ams v a Z U !A Z O F Z) = _j W O ® N w J 'a a L7 to Z F 777S O Z ¢O O I-: Z Q w O g n O JZ W 2 to ¢ O No.58705 TE OF ST 8118' ''��s`S�ONAL �NG`�• 77j1 r1111111111 A LYNN MILLER. P.E. P.E.I/58705 EXTERIOR 1/8" AN GLASS EXTERIOR a GLASS TYPE 1 BarOm sasn Description for Gi+er1 Rarge Sash HeightDesgn Range On) 78' 25' Pressurelibslft=) forwGlass Types 1. & 2 Tp to Tip Width 33' 37'' 41" 45" 47 53-116" 24" Equal -lite 12464 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 165.0 1 -80.0 +65.0 -800 +65.0 80.0 +65.0 80.0 to Equal4te 15.954 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 80.0 00 FW- < 31" StaardndPr 12.994 - 15.963 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 410.0 Z Shortest 12.464.12993 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -811.0 N - Equal Ida "' 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65 0 •-30.7 - +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 80.0 1aa45 Standard P1.4- 15.944 - 19.651 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 m 38 318" Custom Size 15.131 - 15.943 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 14.131 -15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Shaded 12.464 -14.130 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 80.0 Equel4ite 22.964 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 -W 0 +65.0 1 80.0 +65.0 -80.0 +65.0 -800 +65.0 80.0 Custom Size 20.131 - 22963 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Stallard Pm+iew 18.594 - 20.130 +65.0 .80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 _W'0-650 80.0 45" Custom Size 16.131 - 18.593 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 Custom Size 15.131-16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 +65.0 .80.0 Custom Size 14.131 -15.130 +65.0 80.0 +65.0 .80.0 +65.0 -600 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Shortest 12.464 -14.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 80.0 Equal -lite 24.964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 22.131-24.963 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Standard Prrniew 20.194 - 22.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 47 Custom Size 18.131 - 20.193 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 80.0 Custom Size 18.131 -18.130 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 Custom Size 14.131 -16.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 *65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.6 Shortest 12464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 1 +65.0 -80.0 +65.0 -Wo +65.0 -80.0 +65.0 80.0 +65.0 -75.1 Equal4ite 25.777 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 1 80.0 Custom Size 24.131 - 25.776 +65.0 1 80.0 +65.0 -80.0 +65.0 1 80.0 1 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 e Standard Pmvew 20.844 - 24.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 20.131- 20.543 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 *65.0 80.0 ~ 56518• Custom Size 18.131-20.130 +65.0 -90.0 +65.0 80.0 +65.0 -800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 16.131 - 18.130 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +55.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.6 Craton Size 14.131- 16.130 +65.0 80.0 +66.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80A +65.0 80.0 +65.0 -80.0 165.0 -75.1 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 W.0 +65.0 80.0 +65.0 .80.0 +65.0 -73.9 Equal-ite 1 31.964 +65.0 80.0 +65.0 W.0 1 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 26.131 - 31.963 +65.0 1 -80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 1 +65.0 80.0 +55.0 80.0 +65.0 80.0 +65.0 -77.6 Standard Prrntew 25.794.28.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -73.9 Custom Size 24.131 - 25.793 +65.0 -80.0 +65.0 80.0 +66.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -727 63' Custom Size 22.131 - 24.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131 - 22.130 +65.0 -800 +65.0 80.0 +65.D 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -T7.1 +65.0 88.4 Custo n Size 18131-20 .130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 Custom Size 16.131-18.130 +65.0 -80.0 +66.0 -80.0 +55.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -TT 1 +65.0 -73.8 +64.7 84.7 Shortest 13.194' - 18.130 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +650 -71.8 *65.0 86.2 +62.3 82.3 he 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 .73.9 ize 36,131 - 38.463 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.8 +65.0 -71.6 ize 34.131-36.130 +65.0 80.0 +65.0I+65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 -77.9 +65.0 89.4 76' rwew 30.994 - 34.130 +65.0 80.0 +65.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 Size rEqusl4fle 30.131 - 30.993 +65.0 80.0 +65.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Size 28.131-30.130 +65.0 80.D +65.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 83.8 Shortest 26.194• - 28.130 +65.0 80.0 *65.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 x65.0 -71.8 +65.0 88.2 +623 82.3 8e 42464 +65.0 80.0 +65.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 *85.0 80.0 +65.0 -77.9 +65.0 89.4 84"Size 38.131-42.463 165.0 -80.0 +65.0 +65.0 80.0 +85.0 80.0 *660 80.0 +65.0 -789 +65.0 -74.6 +65.0 85.6 Standard Pro 34.194• - 38.130 +65 0 80.0 +65.0 +65.0 80.0 1 +65.0 1 80.0 +65.0 -75.8 1 +65.0 1 1 +660 1 88.2 +62.3 82.3 EXTERIOR 1/8" AN GLASS EXTERIOR a GLASS TYPE 1 GLASS STACK .118" AN GLASS .090" PVB fn -118" AN GLASS 30 �I. I 1/2* NOM EXTERIOR 1/8" AN GLASS EXTERIOR a GLASS TYPE 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 13/16'NOM. I GLASS STACK GLASS 090"PVB ;E fn 1/8' AN GLASS 75 12"NOM. �ico 0 04 i aw GLASS BITE O w 70-73 GLASS TYPE 2 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • MINIMUM SASH HEIGHT FR FU FGR WINUWS W: IIV IU IIV t1C6iI'1I-4U.JVI MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 /p7� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 ST F (V� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETEWAING THE WNDQW SIZE. • • • • • • • • • 7S ��NAL IE? 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • • TP= TEMPERED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED PE.0 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • U1 fn �ico 0 04 i aw a/a0 O w O t4j ; w to O Z 0 J o aur Z LL o u W -a o r U V 00 1! 4e a + 00 FW- < Q #N W Or OMO > N Z Z Z 0 LL O = N ® W J u (7 Z 1aa45 co Q O J Z m G 2 J d (n Q oOG saua5 • MINIMUM SASH HEIGHT FR FU FGR WINUWS W: IIV IU IIV t1C6iI'1I-4U.JVI MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 /p7� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 ST F (V� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETEWAING THE WNDQW SIZE. • • • • • • • • • 7S ��NAL IE? 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • • TP= TEMPERED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED PE.0 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • G -LA' S NOM. I GLASS STACK 090" PVB AIRSPACE 118" TP GLASS 118• AN GLASS GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE W NDOW SIEE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND 7HE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O W z U) Oo t0 ay 0 J O ay W o Z tL $ re2: Lj g L)U_o o� �b0 Z00 J S Q J u �ON LU .-. c7 Q DMO > a F- Z u Z Z ULO 0 2 4+8 ® m J u C7 Z 7aa45 U) O LU O F Z m U � _ J d to Q � 037.'/ '�sa0 s ua5 \\``111 LYN NICEN$F * ; No. 587055 0 •. XWET (p: ��Fss 0NAL 1S A LYNN MILLER, P.E. P.E.M 58705 Bottom Sash exon Dan for Gig Range Pressure (lbsffe) for Glass Type 3 sasn Haight Range (d) Tp to Tp Width 19' 25' 33" 1 37" 1 41" 45" 49' 531/8' 24" Equal -lite 12464 65.0 -80.0 +65.0 -80.0 x65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65,0 1 80.0 +65.0 80.0 +65.0 410.0 Egwl4de 15.964 +65.0 -80.0 +65.0 -80.0 «65.0 -8(1.0 +65.0 -80.0 +65,0 -80.0 *65.0 -80.0 +650 800 +65.0 -80.0 31" Standard Pro iew 12.994 -15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +55.0 -80.0 -650 -80.0 Shortest 12 464. 12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -aa() +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 19.652 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 Standard Pm 15944 - 19-651 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +650 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 .80.0 38.3/8" Qlstorn Size 15.131- 15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Cestan Size 14.131 - 15.130 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80+0+65+0 -80.0 Shutes( 12.464 - 14.130 +65.0 -80.0 +650 470.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 .8D.0 EgWBIe 22.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 Cestan Size 20.131- 22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -W 0 +65.0 470.0 +65.0 470.0 +65.0 -80.0 Standard PmVew 18.594 - 20.130 +65.0 -80.0 +65.0 .800 +65.0 470.0 +65.0 410.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +650 -80.0 45" Cestan Size 16.131 - 18.593 +65.0 -80.0 +65.0 .80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 410.0 +65.0 1 -80.0 +65.0 480.0 Cestan Size 15.131 - 18.130 65.0 -80.0 +650 -80.0 +65.0 -800+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 Cestan Size 14+131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 Shortest 12464-14.130 65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -800 +65.0 -60.0 +65.0 -80.0 Egllal4g* 24.964 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -80.0 1 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 -650 -80.0 +65.0 480.0 +65.0 -60.0 +65.0 80.0 Standard P-4aw 20.194 -2Z 130 +65.0 80.0 +65.0 -63.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 65.0 -80.0 +65.0 -80.0 +65.0 410.0 49' Cwtom Size 18.131 -20.193 +65.0 -80.0 +65.0 -80.0 +65.0 .800 +65.0 -80.0 65.0 -80.0 +650 -80.0 +65.0 80.0 +65.0 -W.0 Cestan Size 16.131 - 18.130 65.0 -80.0 +65.0 410.0 +65.0 .800 +65.0 -80.0 +65.0 -800 +65,0 -80.0 +85.0 -80.0 650 -80.0 Cwtom Size 14.131 - IIIA30 +65.0 -80.0 +65.0 -80.0 65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 -80.0 65.0 -80.0 +65.0 -600 Shortest 12464 -14.130 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 480.0 Equal4ite 25.777 5.0 6 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 *65.0 4111.0 Custom Size 24 131 - 25.776 +65.0 -80.0 +65.0 -80.0 x65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 430.0 V- Ste rdard Pro1ew 20.844 - 24.130 +55.0 1 -60.0 1 +65,0 80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +55.0 480.0 B Custom Size 20.131 - 20.843 +65.0 -60.0 +65.0 80.0 65.0 -800 +65,0 80.0 +65,0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 F 50-5/a,Custom Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 65.0 430.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Cestan Size 16.131 - 18.130 +65,0 -80.0 +65.0 430.0 «65,0 80.0 +65.0 -BD.O +65.0 430.0 *65.0 80.0 *65.0 -80.0 +65.0 430.0 Custan Size 14.131 -16.130 +65.0 -80.0 +65.0 -W 0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 80 0 +85.0 -80.0 +650 410.0 Shateat IZ464-14.130 +65.0 -80.0 +65.0 410.0 65.0 WD +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +85.0 410.0 +65.0 -80.0 Equal4ile 31.964 65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.o 40.0 65.0 -80.0 +65.0 80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 +65-0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 65.0 -80.0 +65.0 -80.0 Standard PrW" 25.794 -28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 470.0 +65.0 8D.0 +65.0 W.0 +65.0 -80.0 Cwtorn Size 24.131 -25.793 +65.0 1 -80.0 +65.0 -80.0 +65.0 1410.0 1 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 63' Cwtom Size 22.131-24.130 +65.0 -80.0 +65.0-81.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0+65.0 480.0 +65.0 800 Cestan Size 20.131-22.130 +65.0 -80.0 x65.0 430.0 +65.0 80.0 +65.0 -800 +650 80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -78.0 Cwtom Size 18.131-20.130 65.0 -80.0 +S&O -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -758 Custom Size 16.131 -18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 80.0 +6&0 -738 Shortest 13.194• - 16.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.7 +65.0 1 -71.0 Egd4ite 38.464 +65.0 -80.0 +65.0 .80.0 +85.0 80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Cestan Size 35.131-38.463 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 -800 +65.0 80.0 +65.0 80.0 65.0 -80.0 +65.0 -80.0 Cestan Size 34.131-36.130 +65.0 80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 76' Standard Pradew 30.994 - 34.130 +65.0 80.0 +65.0 1 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Cestan Sae 30.131 - 30.993 +65.0 80.0 +65.0 80.0 65.0 481.0 65.0 -1 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -74.8 Cestan Size 28.131 - 30.130 +65.0 80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -800 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -72.7 Shortest 25.194' - 28.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.1) -77.7 +65.0 -71.0 E= Equal4ite 42484 +65.0 80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 84' Size 38.131 - 42463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65,0 80.0 +66.0 80.0 +65,0 -74.8 Standard Prodew 34.194• - 38.130 +65.0 80.0 65.0 480.0 +65.0 80.0 +65.0 80.0 65.0 80.0 1 +65.0 -80.0 +65.0 G -LA' S NOM. I GLASS STACK 090" PVB AIRSPACE 118" TP GLASS 118• AN GLASS GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE W NDOW SIEE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND 7HE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O W z U) Oo t0 ay 0 J O ay W o Z tL $ re2: Lj g L)U_o o� �b0 Z00 J S Q J u �ON LU .-. c7 Q DMO > a F- Z u Z Z ULO 0 2 4+8 ® m J u C7 Z 7aa45 U) O LU O F Z m U � _ J d to Q � 037.'/ '�sa0 s ua5 \\``111 LYN NICEN$F * ; No. 587055 0 •. XWET (p: ��Fss 0NAL 1S A LYNN MILLER, P.E. P.E.M 58705 TABLE 4: Design Pressure (lbs/ft2) for Glass Types 4-7 Nom. Bottom SashTip Description br Ghe11 Range To Tip Sarah Height Width Range ��) 53.118' Zr' Equal4ile WA64 +850 -80.0 1/8" AN GLASS Egw148e 15.964 +85.0 60.0 31" Standard PrWew 12.994.15.983 12' NOM. CGS..tl Shortest 12.464 -12993 +65.0 -80.0 LASS BITE Equal48e 19.652 165.0 -80.0 12.484-14.130 +80.D -110.0 Standard Pro4ew 15.944 -19.651 +65.0 -80.0 36316" Custom Sae 15.131 - 15.943 +65.0. 430.0 Custom Size Gntpm Sae 14.131 - 15.130 +65.0 60.0 Custon Size Sholteet 12.484-14.130 +65.01 -80.0 Custom Size Equawto 22.964 +85.0 -60.0 12A154 - 14,130 +80.0 -110.0 Custom Sae 20.131.=1053 +55.0 60.0 Standard P -sew 18.594 -20.130 +65.0 60.0 46' Custom Sae 16.131 -18.593 +65.0 -80.0 16.131 - 18.130 +80.0 -110.0 Custom Sae 15.131 -16.130 x85.0 -80.0 2 CS .3-15.130 +65.0 -60.0 $° ast .464- 14.130 +65.D -80.0 9 Egwl48e 24.964 +85.0 -80.0 Standard PrWew 20.544 - 24.13D +80.0 1 -110.0 Custom Sae 22.131 -24.963 +65.0 -80.0 F Standard PrWew 20.194-22.130 +65.0 -80.0 4B' Custom Sae 18.131 - 20.193 +65.0 -80.0 Custom Sae 18.131 -18.130 +65.0 -80.0 Shortest Custom Sae 14.131 -16.130 +65.0 -80,0 31.964 +50.0 -110.0 Shortest 12.464-14.130 +65.0 -50.0 EgwHRe 25.777 +65.0 60.0 Custom Size Custom Sae 24.131-25 T76 +65.0 -80.0 P Standard PmWew 20.844 - 24,130 +6.5.0 60.0 12 Size 20.131 - 20.843 +86.D 410.0 50.5"rCwtom Custom Sae 18.131 -20.130 +55.0 -80.0 38.4114 +80,0 -110.0 Cwtorrl Sae 16.131 -19.130 -79-0- 470.0 76" Custom Sae 14.131 - 18.130 +65.0 -wo 30.131 -30.993 +80.0 -110.0 Shortest 12464 -14.130 +6.5.0 -80.0 EquaWite 31.984 +65.0 60.0 EgusHite Custom Size 211.131-31.96i +85.0 480.0 38.131 - 42483 +60.0 -1 Standard PrOuew 25.794-28.130 +65.0 480.0 Custom Sae 24.131-25,793 +65.0 430.0 S3" Custom Sae 22131 - 24.130 +65.0 430.0 Cuslom Sae 20.131 -22130 *65.0 -80.0 Custom Size 18.131 -20.130 +65.0 60.0 Custom Size 18.131 - 18.130 +65.0 60.0 Shortest 13.194' - 18.130 +65.0 -80.0 EquaWe 38.484 +65.0 60.0 Custom Sae 38.131-30463 76" Cwom Sae 34.731 -36.130 *85.0 430.0 Standard Psmm 30.994 - 39.130 +66.0 -50.0 Custom Sae 30.131 - 30.993 +56.0 60.0 Custom Sae 28.131-30.130 +65.0 -60.0 Shortest 28.194' - 28.130 +55.0 613.0 EglaHite 42484 +65.0 -80.0 84' Custom Sae 38.131 - 42.483 +65.0 811.0 Standard PlWex 34.194'-38.130 +650 -80.0 5/16" NOM. �- GLASS STACK 090" PVB 1B" HS GLASS sD 118" H GLASS 29 12" NOM. EMERtOR GLASS BITE a 74 34 GLASS TYPE 4 7/16' NOM. GLASS STACK 3/16' AN GLASS .090^ PVB 30 3/16' Ary GLASS 27 11 12 NOM. GLASS BITE 74 34 GLASS TYPE 5 _ Nom. AIRSPACE GLASS GLAS � GLASS STACK 90' PVB AIRSPACE 31 3116' ANG 1/8" AN GLASS ®OR 5 74 �'�JR B Equal4ite 19.652 +80.0 -110.0 Standard Pmwea 15.944 -19.651 +000 -110.0 12' NOM. CGS..tl ®OR f112"NOM. LASS BITE GLASS TYPE 7 Shortest 12.484-14.130 +80.D -110.0 7a7J Equal41te 70.7) TYPE 6 TABLE 5: Desl n Pressure for Glass T pes 8-15 NOM. GLASS STACK AIRSPACE '090' PVB 3116' TP GLASS 118" AN GLASS 31 31" 6�n oR 5 ®OR 5 Shortest 12.454 - 12,993 +80.0 -1100 B Equal4ite 19.652 +80.0 -110.0 Standard Pmwea 15.944 -19.651 +000 -110.0 38498" CGS..tl ®OR f112"NOM. GLASS TYPE 7 TABLE 5: Desl n Pressure for Glass T pes 8-15 13116" GLASSNOM. GLASS STACK BOIIan Sash Oesonp(on or Ghen Range Sash Height Tip To Tip Width Rarge On) 24" EquaWde 12464 +80.0 -110.0 31" Equate 15.954 +80.0 1 -110.0 Standard PrWew 12.994-15983 +60.0 1 -110.0 ®OR 5 Shortest 12.454 - 12,993 +80.0 -1100 ZfJ71 12 -NOM. Equal4ite 19.652 +80.0 -110.0 Standard Pmwea 15.944 -19.651 +000 -110.0 38498" Custom Size 15.131 - 15.943 +80.0 -110.0 f112"NOM. Custom Size 14.131 - 15.130 +80.0 -110.0 GLASS TYPE 12 Shortest 12.484-14.130 +80.D -110.0 7a7J Equal41te 22964 +80.0 -110.0 70.73 Custom Size 20.131 - 22.983 +60.0 -110.0 Standard Pro%iew 18.594 - 20.130 +80.0 -110.0 4S" Custom Size 18.131 - 18.593 +80.0 -110.0 n Custon Size 15.131 - 18.130 +60.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Q Shonnl 12A154 - 14,130 +80.0 -110.0 >i EgwHite 24.964 +80.0 -110.0 Custom Sae 22131 - 24.963 +80.0 -110.0 Standard Pn1New 20.194.22130 +80.0 1 -110.0 49" Custom Size 18.131 - 20,193 +80.0 -110.0 Cuslon Size 16.131 - 18.130 +80.0 -110.0 O Cu81on Size 14.131 - 15.130 +80.0 -110.0 2 Shortest 12,464-14.130 +80.0 -110.0 $° Eglal41te 25.777 +80.0 -110.0 9 Custom Sae 24.131 - 25.776 +80.0 -110.0- 0 Standard PrWew 20.544 - 24.13D +80.0 1 -110.0 504119' Custom Size 20 131-20+843 +50.0 1 -110.0 F Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 18.131 - 18.130 +80.0 -110.0 Custan Sae 14.131 - 16.130 +80.0 -110.0 Shortest 12454.14.130 +80.0 -110.0 EquaWite 31.964 +50.0 -110.0 ¢ Custon Size 23,131 .31.963 +80.0 -110.0 Standard Pro-Aaw 25.794 - 25.130 +80.0 -110.0 Custom Sae 24,131-25.793 +80.0 -110.0 63" Custom Size 22.131 -24.130 +80.0 -110.0 ❑ '�sa0 Custom Size M.131 - 22130 +80.0 -110.0 Cuslorn Sae 18.131 -20.130 +80.0 -110.0 Custom Sae 15 131 - 18.130 +80.0 -110.0 Shortest 13.194'-18130 +80.0 -110.0 E"111* 38.4114 +80,0 -110.0 Custom Sae 36.131 - 38.463 +80.0 -110.0 76" Custom Size 30.131 -38.130 +80.0 -110.0 Standard Pm im 30.994 - 34.130 +80.0 -110.0 Custorn Sao 30.131 -30.993 +80.0 -110.0 Custom Sae 28.731 130 +80.0 -110.0 Shortest 28.194'-28.130 +80.0 -110.0 EgusHite 42464 1 +80.0 1 -1 84' Custom Size 38.131 - 42483 +60.0 -1 Standard Pnoliew 34.194' - 38.130 +80.0 -1 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 .090" SG 3116" AN GLASS 30 311GLASS 28 12' NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 10. • ••• • • • • • • • • • • • • 10. • • • • • • 000 • • • • • • • • •• ••• •• • • • • .090" SG 3116" HS GLASS 70 3116�H$ GLASS 25 1j 12' NOM. EXTERNM GLASS BETE a 74 >. GLASS TYPE 9 13116" GLASSNOM. GLASS STACK .090• SG AIRSPACE AIRSPACE 118" AN GLA 1.A{' HS GLASS J1 74 ®OR 5 ®OR 5 12" NOM. ZfJ71 12 -NOM. EKTERIOR GLASS BITE 112" NOM. GLASS SITE f112"NOM. 5 70' 3 GLASS TYPE 12 E/3 ^ 7a7J GLASS TYPE 10 10. • ••• • • • • • • • • • • • • 10. • • • • • • 000 • • • • • • • • •• ••• •• • • • • .090" SG 3116" HS GLASS 70 3116�H$ GLASS 25 1j 12' NOM. EXTERNM GLASS BETE a 74 >. GLASS TYPE 9 NOM. 13116"GLASS GLASS STACK .090" SG AIRSPACE AIRSPACE 118" TP GLASS 118" HS GLASS 31 74 ®5 0-R 5 ®OR 5 12" NOM. EXTERIOR NOW GLASS BITE 112" NOM. EXTERIOR f112"NOM. 5 70' 3 GLASS TYPE 12 10. • ••• • • • • • • • • • • • • 10. • • • • • • 000 • • • • • • • • •• ••• •• • • • • .090" SG 3116" HS GLASS 70 3116�H$ GLASS 25 1j 12' NOM. EXTERNM GLASS BETE a 74 >. GLASS TYPE 9 GLASS13116'NOM. GLASS STACK Y .090" SG AIRSPACE .080" SG 3/16' AN GLASS //e' HS GLASS 31 3/16" AN GLASS ®OR 5 74 qS�OR NOW EX3ERIORE 112" NOM. EXTERIOR f112"NOM. d' N GLASS BITE a E/3 ^ o 7 " GLASS TYPE 14 10. • ••• • • • • • • • • • • • • 10. • • • • • • 000 • • • • • • • • •• ••• •• • • • • .090" SG 3116" HS GLASS 70 3116�H$ GLASS 25 1j 12' NOM. EXTERNM GLASS BETE a 74 >. GLASS TYPE 9 000 0:0 see 000 000 • • • • • • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WyIDOW SIDE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • 000 • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WALL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Imo_ 13116" NOM. Y GLASS STACK AIRSPACE .080" SG AIRSPACE 3118' AN GLASS 1/8' AN GLASS 3/16" AN GLASS 31 74 qS�OR NOW E%TERIOq 112" NOM. EXTERIOR GLASS BITE d' N GLASS BITE a E/3 (� o 7 GLASS TYPE 15 70.73 &R GLASS TYPE 17 000 0:0 see 000 000 • • • • • • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WyIDOW SIDE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • 000 • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WALL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� 13/16' NOM. GLASS STACK Y 090' SG AIRSPACE 1/8' TP GLASS 3118' AN GLASS 31 74 ®OR r N w NOW E%TERIOq *GLIE f9 GLASS BITE d' N Z 1M c~m E/3 000 0:0 see 000 000 • • • • • • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WyIDOW SIDE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • 000 • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WALL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOM. GLASS STACK Y 090" SG AIRSPACE 3/16' TP GLASS 118' HS GLASS 31 74 ®oa r N w 12' NOM. ", E%TERIOq #70- f9 GLASS BITE d' N Z 1M c~m (� o 7 GLASS TYPE 15 000 0:0 see 000 000 • • • • • • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WyIDOW SIDE. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • 000 • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WALL COMPLETELY FIT WITHIN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A LYNN MILLER, P.E P.E.# 58705 Y LU ? >N> "°a _w rd ❑ to w > O r N w �l00 Q f9 d' N Z 1M c~m Z o O J Z 1.L S ouLU U U_ o o2 .eD n FW- Z Q x ¢ J 04 W .-. c2 On Q rata >i F _ o Z W o U Z Z O m 2 'r 0 N W u U' Z 1aa45 In O J O Z 03 w g ¢ n Q mill ❑ '�sa0 sa,�a5 A LYNN MILLER, P.E P.E.# 58705 n Nnl.n o: " Anchor Quantities Required for "Through -Frame" Installation i Ina Glass Tvoes 1.7 '..uu%i'' Soaom Sash 13/16" LIG: 118•' TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 4 Desodix- I Sash taught 3MIT' AN, .090" PVB, 3/16" AN br Gnen Range Rgge M) 24" Equa14ite 12.464 Equal -lite 15.964 31' Standard Pioaew 12.994-15. Co Shatesl 12.464 -.j2.95 Equaw,ta 19.652 { Standard Praia. 15.944 - 19.6- 39,T8' Custom Size 15.131 • 15.94 Custom S" 14.131 - 15.11 'ON Shortest I.— - 14 U Equal -lite 22.964 ©©o Custom Size 20.131 - 22.96 Standard Pro4ew 18.594 - 20.13 45" Custan Size 16.131 - 18.59 Custom Size 15.131 -16.13 _ Z 3 o Custom $ize 14.131 - 15.13 Shortest 12.464 - 14.13 Equal -lite 24.964 LU Custom Size 22.131 - 24.96 Standard Pro4ew 20.194 - 2213 49" Custw Size 18.131-20.19 Z Custom Size 16.131 - 18.13 j Custom Size 14.131 - 16.13 Shortest 12.464 • 14.13 " EquaNits 25.777 z Custom Size 24.131 • 25.77 1-' Standard Praiew 20.844 -24.13 MO©©a©©o©©MUMUMUMUNININ • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 Glass IML `i 6K URl4•ksUUV Uir'iUUUMUUUUisu' 2 '..uu%i'' 3 13/16" LIG: 118•' TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 4 1/8' HS, .090" PVB, 118" HS 5 3MIT' AN, .090" PVB, 3/16" AN 8 13116 LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8' AN N o W Q Co Z LL Z = Ld 2 W 0 6 a4°0 'ON J ==MM=}}!!�©©o ©©o ©©o ©©©©©©©©©.©©©:©©© Z rn o Z M�©©o©©o©©o©©©©©©©©©©©©©©© _ Z 3 o J m � LL ��CMM=©©o©©o©©o©©©,©©©©©©©©©©©© = N ® LU MM=©©U.©©0 ©©Q ©©©.©©©©©©©©©©©© = Z )aay5 j In a " �E=E=MM=©oo©oo©oo©o©©o©©o©©o©©o© z it o 0 C,_3 g�o©no©oa©oo©©a©©o©©o©©a©© • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 Glass IML -- Description (Listed from Exterior to Interior) i 1 1/8 AN, .090' PVB, 1/B""AN ,.1 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 118" AN, .09(Y" PVB, 1/8" AN 3 13/16" LIG: 118•' TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 4 1/8' HS, .090" PVB, 118" HS 5 3MIT' AN, .090" PVB, 3/16" AN 8 13116 LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8' AN .. ... . . • • . •• • • I@•�• P •FO• T•$�• ••• • OL MSUBTRACaR� TIP O P N IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • 2� FOR SIZES NOT SHOWN, ROUND UUP TO THE: EXT AVAILABLE SIZE. • • 3) IC H � URS TO T DSQFnNjOSNRiLL L FIT TDA SIZE IN THE TABLE ABOVE WFIC• • • 41 WINDOWS *1"THE UPW SILL 08T40N AREj.IMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU OD Y fn w oo�+ oaf O w alcp N o W Q Co Z LL Z = Ld 2 W 0 6 a4°0 'ON J Z rn o Z v _ Z 3 o J m � LL = N ® LU Z = Z )aay5 j In a " Q z it o 0 C,_3 O JU= Z U a I a all.'1 ' sap sa-,aS Ny LYNN ��o......... •' • �1GENSF * No. 58705 = � 4;CS '•.FLORID?'. •'•G,\�� 7////'ONAL 1E? `� \ A LYNN MILLER, P.E. P.E.# 58705 lnchor Quantities Required for "Through -Frame" Installation u Ina Glass Types 8-15 3/16" HS, .090" SG, 3/16" HS Bottom Sash Sash Height 11 D. -Opti - es Dcription Range (n) 13M(Y' LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS for Given Range 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 24' EqualJfle 12.464 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8' HS, .090" SG, 1/8" HS EquaNile 15.964 31' Standard ProNew 12.994 - 15.9E Shortest 12.464 - 12.95 Equal -lite 19.652 0 . 6 P Standard Pr New 15,944 - 19 6- 8-3/8' Garston Size 15.131 - 15.94 Custom Size 14.131 -1&12 Shortest 12464 - 14.12 o i EgW14ite 22.964 Custom Size 20,131-22,9E Standard Pro i— 18.594 - 20 13 46' Cost= Size 16.131 - 18.5£ Custom Size 15.131 - 16.13 nununuv©oo©©v©©o©©o©©o©© Custom Sae 14.131 - 15.13 Z Shortest 12.464 -14.13 49" Custom S� Custom S Custom SI P Shortest Y Equal -lit i Custom S H Standard Pn • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.808 Glass Type Description (Listed from Exterior to In B 3/16" AN, .090" SG, 3116" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8' HS, .090' SG, 118" HS 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16' AN 12 13M(Y' LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 15 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8' HS, .090" SG, 1/8" HS O v a QJ O w Z tL o s o U W 6 n 0 . 6 P v Sao u n W Z =N W o i Z 0 Z zc=�vU0=©©o©©o©©o©©©©©©©©©o©©o©© Z W 10 F _ LL O to ® a �u-q—ww- nununuv©oo©©v©©o©©o©©o©© = Z Z N LL a Q O D mm=EMCMEM©©o©©o©©o©©©©©©©o©©a©©o© 0 U rz L�©©o©©o©©o©©©©©©©©U©o©oo© 2 ■EMMMEMMM©©o©©o©©o©©©©©©©©uuuuuu© Q sap s .u5 m��MEEZM©©o©©o©©o©©©©©©o©©o©©oo© m��uum,uuuuuuuuuuuuuciuuuuuuu 0 mmmmmuom©oo©oo©oo©o©©o©©o©oo©o©© o©oa©oo©oo©©o©© nun oo©oo© • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.808 Glass Type Description (Listed from Exterior to In B 3/16" AN, .090" SG, 3116" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8' HS, .090' SG, 118" HS 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16' AN 12 13M(Y' LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 15 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8' HS, .090" SG, 1/8" HS ....... . .. .. • • 1) TIP.Tp +•i' • • • •• �+R•�'_ry•, • RW`ry•�C. •• SUBTRACT tV FROM DR�F�ISIHE ISP TO TIP DIMENSION IN THE FIN TABLE TO DETERMIND EQUAL -LEG E KINE WINDOW SIZE. 00 � FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 0 • 3) COR RADIUS T4 Wg4D4NS FIN S L ST WINDOW SIZE IN THE TABLE ABOVE • • W14ICH TIdE RADIUS TQP WyNDQW & Off L�ELY FR WITHIN. *Is• • • Is 4) MNDOWS WNHOTHE WA SILL OPTION ARF•LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF *65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` A�QNYILYN/ /y"' /,, LICENSE •. �(�% *� • No. 58705 '. 0. UST F �((/ 70NALSS�� A. LY�IrI �I��R` P.E. P.E.M 58705 LU i >y yg En H O v a QJ O w Z tL o s o U W 6 n 0 . 6 P v Sao u n W Z =N W o i Z 0 Z Z W 10 F _ LL O to ® a J z = Z Z N LL a Q O D W o 0 U rz U 2 Q a0,t Q sap s .u5 ` A�QNYILYN/ /y"' /,, LICENSE •. �(�% *� • No. 58705 '. 0. UST F �((/ 70NALSS�� A. LY�IrI �I��R` P.E. P.E.M 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD —I FRAME OR BUCKSTRIP. - --1 SEE NOTE 2, THIS SHEET. TIP TO TIP, HEIGHT T—\' FOXED VISIBLE LIGHT HEIGHT' S SF.)JZ VISIBLE ; LIGHT 1 HEIGHT S J=_ EXTERIOR (� 1" WEEP NOTCH AT EACH ENO NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG a L_ r__, � EMBED- I T— HENT EDGE, +LLI■L_ L_ 013TANG. -1/4" MAX SHIM' ,7 '' L y 1 1 SEE TABOR �J NOTE B, FaR HEADTYOE TYP. ANCHOR TYP , EMBEDMENTANO EDGE DISTANCE P SUBSTRATE, SEEI TABLE 8. i OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. _FSHIM VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT +— f4"MAX SHIM ` INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. — —.SEE NOTE 2, -THIS SHEET. 114-MAXSHIM 'ASH VISIBLE LIGHT WIDTH FIX ED VISIBLE- LIGHT ISIBLELIGHT WIDTH 31 5 R@ TIP TO TIP WIDTH. EXTERIOR, HORIZONTAL SECTION A -A 1f4" MAX. SHIM 55 DADS APPROVED MULLION. COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR � HORIZONTAL. SEE SUBSTRATE ---� J PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor TYP.'�1NCHOR TYPE. -AND EMBEDMENT DISTANCE P EDGE SUBSTRATE, 1-318" SEE TABLE 8. Aluminum, 6063-T5 rrin. � a _ 13 A36 Steel 3/8" 0.063" USE EITHER - Steel Stud, Gr. 33 Rin. 3/8" SWEEP. LATCH Z Concrete (min. 3.35 ksi) MIDSPAN OR 2 14W. 1/4" BOTTOM LOCK 2-12" 1-1/46 CreteFlex teF x P.T. Southern Pine SG=0.55 1" 1- 8" 1!4" Steel Utracon ; Concrete (min. 2 85 ksi) `' 1" 1-3/8" OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. _FSHIM VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT +— f4"MAX SHIM ` INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. — —.SEE NOTE 2, -THIS SHEET. 114-MAXSHIM 'ASH VISIBLE LIGHT WIDTH FIX ED VISIBLE- LIGHT ISIBLELIGHT WIDTH 31 5 R@ TIP TO TIP WIDTH. EXTERIOR, HORIZONTAL SECTION A -A 1f4" MAX. SHIM 55 DADS APPROVED MULLION. COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR � HORIZONTAL. SEE SUBSTRATE ---� J PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate NSn: Edge DiMn. Embedment stance P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, Aluminum, 6063-T5 rrin. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 Rin. 3/8" 0.045" 9 Z Concrete (min. 3.35 ksi) 1" 14W. 1/4" Ungrouted CMU, (ASTM C-90) 2-12" 1-1/46 CreteFlex teF x P.T. Southern Pine SG=0.55 1" 1- 8" 1!4" Steel Utracon ; Concrete (min. 2 85 ksi) `' 1" 1-3/8" Ungrouled CMU, (ASTM C-90) 2-12 " 1 1-/4" I- P.T. Southern Pine SG=0.55 1" • 1-318" • EMBEDMENT �E DISTANCE .a 'R • I TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: TIP TO TP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT2 - 3.73' HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 " 3.78" @SASH: TIP TO TIP HEIGHT/2 -11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" I GSASH: SASH HEIGHT - 4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Nr Yk RS tOI�Y BE USED INTO WOOD AS PER TABLE • • A W OD U S SS THAN 1-12" THICK ARE TO BE • • 6ONSIDWE41i ST I,IATIONS. 1X WOOD BUCKS ARE OPTIONAL • • IF UNIT I&INSiALYED DIRECTLY TO SUBSTRATE. WOOD BUCKS • • SEPIC-IED A912X ARE[ -N2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ♦RCHrSECT OF REWRD. • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. h VMIBL[ LIGHT •ADii OR HEIGHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANHEX/FLAT HEAD TYIE tt• • • DAYAGHR' OI�NIN(I) It MIII4SORED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • : • : • • • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU Y (n u; o o U) } r O Na0 a+oa O O �� m Z O � XL Z W C Z S L" -J r UUd 0� �Ba F' W > a I- O Z Ol V Z z_ O r $ ®o J Z O ZL) Jaays (n LLI o o 7) Z W w o g z LL �, aq!1 LL '�sa0 s \t W11W1Illlr/// No.58705 T OF � NAL 1111101\\ E1 A LYNN MILLER, RE REA 58705 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 1 EDGE DISTANCE _ ANCHORED THROUGH _r -T--- ----- �� FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBED - BUCK HEIGHT I FIXED VISIBLE LIGHT HEIGHT EXTERIOR a 1' WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT MENT {� - EDGE �1 DISTANCE 1/4" MAX SHIM SEE TABLE 3 NOTE B, FOR ' 18 HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. NO ANCHORS - REQUIRED IN , FLANGE OR , EQUAL -LEG " FRAME SILLS , VERTICAL SECTION B -B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. ix 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 114" MAX INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU - EMBEDMENT Imo--• 114" MAX SHIM FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM SASH VISIBLE 17 LIGHT WIDTH BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A V /4" MAX. SHIM \ DADE APPROVED MULLION, FBC \—COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE S. ]c0 INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN W B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYLE It • ALLOWABLE FOR ANCHORS IN THE HEAD. •• • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. EMBEDMENT �E DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 ♦ 4.28" @SASH: BUCK HEIGHT2. 1).43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S10E OF THE WINDOW. • • "� S,C� Y ANfR RIM BE USED INTO WOOD AS PER TABLE •• A"NSRUD�U SSTHAN-12"THICK ARE TO BE roONiv0FkE[viT 1.4ATIONS. 1X WOOD BUCKS ARE OPTIONAL • • If UPOT I6WNSiALImED DIRfiCTLY TO SUBSTRATE. WOOD BUCKS • • DEPICTED ASQX ARE ♦Y2" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 4RCHITJCT OF RECQRD. • 4 VIwBLG LIGHT;.-; OQ HE:3HT (ALSO REFERRED TO AS • • DAY*GHi ORfNING0 16 M:4SURED FROM BEADING TO BEADING. • • • • • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W vi N� ]c0 v) O Q (9 N Z. O r fD Z p J O �m Z LL W c� W O n U U o o''O u p n w o)r a Q �N,p Z Z U' = ZO O 8 ® UJ J F U 00 u U U) X lams (U) O a J O cc�__ U J ¢ Q W U) allll � sap saua5 11111.71/I/,, LYNIV •, rON.. ...... � UICENSF'•. No. 58705 OF %S G A LYNN MILLER, P.E. REA 58705 BUCK HEIGHT I FIXED VISIBLE LIGHT HEIGHT J_ EXTERIOR a 1" WEEP NOTCH AT - EACH END SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) EDGE NOTES: Min. Edge Min. EDGE DISTANCE Oift•rl•e m`edmert 2-1/2" x .113" Box Nail DISTANCE I►-• EMBEDMENT U 4 2-1/2" x .131" Common Nail U 316"f �'--- EDGE 2-112" x .145" Roofing Nail P.T. Southern Pine (SG=0.55). • ""• • 4 • '-- Q DISTANCE I 1/4" MAX SHIM 1/4" MAX SHIM ' $ Z lL XO i - I \ 5 jI !` SASH VISIBLE J 17 I LIGHT WIDTH '"1 ! 0.125" Aluminum, 6063-T5 mine 9,125 • #12 Steel, 18$ or 410 SS J EMBEDMENT °N Screw 0.050" A36 Steel 5/16' pv0 "MA)X EMBEDMENT IFOXEDVISIBLEI2 SHIM r I LIGHTWIDTHL;7— ��114,9 hl" Z U 18 TYP. ANCHOR TYPE, /�'^f✓v\N•N EMBEDMENT AND EDGE n =U DISTANCE PER SUBSTRATE, O M qp J W XO SEE TABLE 9. n n n n 13 USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS C - STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. TABLE 9: 114" MAX SHIM T EDGE DISTANCE ( BUCK WIDTH I HORIZONTAL SECTION C-CTYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FBC TABLE 9. (NAIL SHOWN) ^OMPLIANT ALUMINUMISTEEL FRAMING R STEEL STUD. MAY BE VERTICAL OR ORIZONTAL SEE SUBSTRATE EMBEDMENTI--- VERTICAL SECTION D -D ROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FOXED LITE: BUCK HEIGHT/2 + 4.28" QSASH: BUCK HEIGHT/2 -11.43" HEIGH ( T (CUSTOM SASH) FOXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" VSASH: SASH HEIGHT -4.60" NOTES: Min. Edge Min. Anchor Substrate • Oift•rl•e m`edmert 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55). 511 4 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) • 316"f l43fi, 2-112" x .145" Roofing Nail P.T. Southern Pine (SG=0.55). • ""• • 4 • 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 $ Z lL XO i P.T. Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Tlusshead Screw o 0.125" Aluminum, 6063-T5 mine 9,125 • #12 Steel, 18$ or 410 SS J �.; p °N Screw 0.050" A36 Steel 5/16' pv0 p' 0.045' (18 Ga) Steel Stud, Gr.483 Min. 1 • 5/16f L • 0.040 VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FOXED LITE: BUCK HEIGHT/2 + 4.28" QSASH: BUCK HEIGHT/2 -11.43" HEIGH ( T (CUSTOM SASH) FOXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" VSASH: SASH HEIGHT -4.60" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: • • l?&E ONLY SUBSTRATE -APPROPRIATE Lu h ANCHORS LISTED ON TABLE 9. FOLLOW • • • F♦ABEDMENT AND EDGE DISTANCE LIMITS. ANY • • INS$ALLATION OPTION SHOWN MAY BE USED • • 600 ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO O REFERRED TO AS DAYLIGHT OPENING) IS (� N = w • MEAVRED FROM BEADING TO BEADING. �' O JO a w o A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �71NY LYNNI i * ; No. 58705 0!2 ` %O��'. ST /ONAL '111111111\\ A LYNN MILLER, P.E. P.E.# 58706 Lu h 'nay wp O 0 co O Q (� N = w �' O JO a w o $ Z lL XO i -) On o� U U d o d F— eo a W J �.; p °N 7 Q pv0 p' If) Z U Z n =U O M rn ® m J W XO Z Z 7=4s In LL O o Z U J Z N Q — a0g asap sass �71NY LYNNI i * ; No. 58705 0!2 ` %O��'. ST /ONAL '111111111\\ A LYNN MILLER, P.E. P.E.# 58706 2 848" 2.848" 1_ T �•� .062" 1.125' f2.846" 2.112" 987" .062" � .082" .062" + O FLANGE FRAME HEAD O H� RAL FIN FRAME 2.798" 2.841" asz" OFLANGE FRAME SILL 2.798" -� 1 3.466„ .062" -► n O EQUAL LEG FRAME HEAD 2.798" { IFT 2.341„ .062' 1 121 O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273" 2.772 062' -►I 1.300" 2.211" .062" �� 2.560" .062' 2.724" O FLANGE FRAME JAMB 2.798" OFLANGE FRAME SILL HI -RISE 2.273' -� 2.105" .062" 1.235" .062" --►� 1.300" '7 1.300" If sa SASH TOP RAIL FWED MEETING RAIL SASH HI R SEOTTOM RAIL - G 15 le SASH BOTTOM RAIL 1.522" .6I - 1.446' {�- L .634' 1 .465' -� .817" .040" .8012" .602" .802" .813" 1.370" .07(" .070' .045" �_ HEAD 7B COVER ANCHOR Is SASH STOP COVER ® IG BEAD Q IG SNAP BEAD O 5116" LAM] BEAD 17 SASH SIDE RAIL 3.185" .062" 2.724" 1.125" OINTEGRAL FIN FRAME JAMB 2.798" 4.133' .062" 1.1125" II 1 Illlll 11 INTEGRAL FIN FRAME SILL - HI -RISE aINT. CONE STRUCTURAL POLYISOBUTYLENE114" NOM. WITH DESICCANT EXT. GLASS/ GLASS 70 KODISPACE 4SG TPS 2.060" --j E2.72 4" O EQUAL LEG FRAME JAMB 2.798„ 3.008" .062" is EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3116" NOM. SILICONE FOAM WITH DESICCANT EXT.GLASS / INT. GLASS 71 SUPER SPACER' NXT' •• ••• • • • • • •t ALWINUld• i : • I)LYISOBUTYLENE DESICCANTFILL 4REINFONOEMMT • • *00 • SEAL 5/16' NOM. �.496•� I • • • • • • • t SILICONE SEAL 1 • • 000 • • • • • ROLL -FORMED BUTYL 6 STAINLESS STEEL DESICCANT FOAM *00 Elll SS • EAT. GLASS .050' I • • • INT G;jso.- • • / • • • • • • • f i • • • �� NT. GLASS z7 7176"LAMI BEAD • • • • 72 • • • • • • • 01fASEAf® SPACEtf • • 73 XL EDGE- SPACER ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • i W z Y 1n Z J O aF Z LL t0 m s o C W W O h = LLl v F 8a F ZrOQ J us aN w a ¢ 9#0 oa Z u 1n Z z Z S LL � O 0 J C7 U) � viJaaVS Z Q ¢O 0 O 0: U Q W _ N ap!1 'usa0 s _ *, No.58705 %�O� .• SAT OF l(74/j F<ORIDP. ••• �� 10 �'171,NAL IIIIIj 11 A LYNN MILLER, P.E. P.E.# 58705 Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6063T6 2 624017 Head, Integral Fin Alum. 6063-76 3 624028 Head, Equal4eg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A (0 m z N Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A O J O a y ID Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 6A WZvif<`o d Jamb, Equal4eg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624078 Sill, Integral Fin Alum. 6063T6 9 624029 Sill, Equal -leg Alum. 606346 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 1324019 Sill, Hi -Rise, Integral Fin Alum. 6063-76 12 624030 ISM, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 ISash Top Rail Alum. 6005A -T61 14 624005 Fired Meeting Rail Alum. 6005A -T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063178 18 624051 Head Anchor Cover Alum. 6063 -TB 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063 -TS 26 624013 5116" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063 -TS 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch Top Rail) Cast Zinc 33 624049 Bottom Latch Sill) Alum. 6063-T6 34 Setting Block (1/B" X 112"X 4") Neoprene 35A IG Setting Block (118" X 314" X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270"x .187", Fin Seal MR) 44 67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal Top Sash Rail) 46 varies Balance with Cofer & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 314" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 - Kommeriing Kodispace 4SG TPS See Sheet 71 - Quanex Super SpacernXT 10 for 72 73 - - Quanex Duraseal Spacer Cardinal XL Edge Spacer Materials 74 - Dow 791, 899 or GE 7700 Backbedding Silicone JAMB •w •-11" • NOTES: • • • • • 1) ALL CORNERS TO USE GAS;• 7A 4WO4WALANT• • o : • 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). FIXED MEETING RAIL ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • JAMB INTERIOR b TABLE 10: MATERIAL PROPERTIES USED ❑no eurunoer_c reg r Material Min. Fy Min F. Steel Screw 92 ksi 120 ksi la -8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCom4 155 ksi 177 ksi 410 SS Elco Crete Flex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi �` NY LYNN * No. 58705 * _ OF ,S,��NA1. A. LYNN MILLER, P.E. REA 58705 LU Z U) > w o �o 0 0 } n aln0 O Q (0 m z N Ix O 101. Z O J O a y ID W O X: lL o U 00 oiE �Q Fs n WZvif<`o d J w 911.0 Z `✓ ° U Z Z � x _i _ LL 0 O aw ® m j O 5 = Z Lu laays fj) Z O p =)( 0 � g °e n w J O U) Q 03 �` NY LYNN * No. 58705 * _ OF ,S,��NA1. A. LYNN MILLER, P.E. REA 58705 MIAMI- D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT'Industries, Inc. 1070 Technoloav Drive 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 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 -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) rescan the right to have this product or material tested for quality assurance purposes. If this pooduotor mat"W*fails to..... perform in the accepted manner, the manufacturer will incur the expense of such " tasting and the-AHJ may - immediately revoke, modify, or suspend the use of such product or material withiliod t' jurisdiction' REX* • • • • reserves the right to revoke this acceptance, if it is determined by Miami Dad8ICMAty Produtt Contr44...: Section that this product or material fails to meet the requirements of the applicable Willing code ". ' This product is approved as described herein, and has been designed to comply � 0 t�i�t a Florida •Building • Code, including the High Velocity Hurricane Zone.- • • • • ; • DESCRIPTION: Series "PW7720A" Aluminum Fixed Window —L.M.I. • • • • • • • APPROVAL DOCUMENT: Drawing No. MD -7720A.1, titled "Fixed Window Installatior; GaZelines�,' sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepar(;J pg roanufq„ctutq, signed• • • •; and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Rtsytsipii 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 MIAMI DARE COUNTY Epiration Date: February 19, 2024 JAPPROVED1 Approval Date: August 23, 2018 f 118 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 0000 3) Cyclic Wind Pressure Loading per FBC, TAS ;0,3-94 0 • • • • 0 • • • •: • along with marked -up drawings and installation diagram of a PVC'slidineAlfts door, % a PVC fixed window and an aluminum sliding glass door, using Modispace 49G TPI; • • 0 spacer system, Duraseale spacer system, Super Spacer® NXTTM.Wcer systvA and )T • • • ; EdgeTM spacer system at insulated glass, prepared by Fenestralioa.'testing q aboratoryr . 0 • Inc., Test Reports No. � FTL-8717, FTL-8968 and FTL=8V90; dated • a i f l6/l 5,e * • • • 06/07/16 and 06/02/16 respectively, all signed and sealed by IdMMs Ortega, P:E. 0000.. (Submitted under NOA No. 16-0629.14) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. 2) Uniform Static Air Pressure Test, Loading per IFAC, TQS• P -Q-94 3) Water Resistance Test, per FBC, TAS 202-94 "" 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er .E. Product Control aiqiner NOA No. 181-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. fQ4their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers z dated-GIA14/17, expiring on 07/08/19. • • • *see 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmM. * "Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06J25j15, expvjvg on 07/04/18. 00*000 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket-16r4plyingwvltlxthe following: a) ASTM C864 Specification for Dense Elastomeric Compre*sion�eal gastpts, Setting Blocks, and Spacers with Option II exceptions. 0 :*9990 b) ASTM D412 Standard Test Methods for Vulcanized Rubb�and Theipoplastic Elastomers - Tension of 1600 PSI. *see c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel PeE. Product Control Eer NOA No. 18-V3 .05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21L11, signed and sealed by Marlin D. Brinson, P.E. • • • 000006 - • • •; • (Submitted under NOA No. 13-0502.03) 00"" 6. Laboratory compliance letter for Test Reports No. FTL-383; OC4 FTL--' 5Q, dat �' 0.0 07/18/03 and 07/31/03 respectively, all signed and sealed by Jo"ph C. Chau,P.E. :' (Submitted under NOA No. 03-1105.01)• .... .... ..... G. OTHERS•• •• •• •••••0 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries fog their.Series "PVA; . •: • 701/720/820" Aluminum Fixed Window— L.M.I." approved on 0&/04/16:Md0expirinq on 02/19/19. •••� 0*00 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M[D-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere . Product Control ExknjAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, InGiTest Report No. FTL-18-7763, dated 03/19/18, signed and sealed 11y IXmis drtegt, P.E.• • • •; • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comptg with FIVJ�fict, ; • • • • Edition (2017), prepared by manufacturer, dated 04/19/18, sig%W&d sealecLb� ..... Anthony Lynn Miller, P.E.• ...... ... . ..... 00 D. QUALITY ASSURANCE """ 1. Miami -Dade Department of Regulatory and Economic Resources (IZER) • • • •' • . . ••...• E. MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying withBC 6th Edition (2� dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 7 and expiring on 02/19/19. Manuel Perez .E b -Product Control ExakLinih NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED 8 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 INSULATED GLASS INSTALLATIONS ABOVE 30 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90! CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER - ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERE A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) S "L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I2' MAX. THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAL r DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. r NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINWFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE _ SCOPE OF THESE INSTRUCTIONS. 8) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIM CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 1/2' MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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 CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18.7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 49' TIP -TO -TIP WIDTH E. G 48" BUCK WIDTH ELEVATION 93-114" 45-114" VISIBLE / F _ LIGHT WIDTH / LIGHT i "M 6.1RAX -�-B,SHEET 6 U 04 z 9( i N BUI W Z - R9 A 96' J u,xoi� BUCK i HEIGHT jj -I — — — — 93-114" VISIBLE i i p LIGHT o Z i HEIGHT v JJ Q LU LL O 97' J 11J TIP -T i Q J W TIP ® m U) Z as 1n HEIGI i- - LLI F ? 12" MAX. O.C. DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE 8 SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH 48' BUCK WIDTH 45-114" VISIBLE 45-114" VISIBLE LIGHT WIDTH y LIGHT WIDTH,.II 6" MAX. F_ H, SHEET 9 I 2' MAX. , rD, SHEET 7 - F— C SHEET 7 i D.C. . I 1 I 6" T --7—,L2. __ I FIGURE I GUIDE TO SHEETS: 12" O.C. MAX. GENERAL NOTES ........................ 1 / ELEVATIONS ................................ 1 GLAZING DETAILS ........... 2-5 DESIGN PRESSURES .................. 2-5 12"0,C. INSTALLATION, FLANGE ............. 6 MAX. INSTALLATION, EQUAL -LEG A....... 7 f INSTALLATION, INT.T.FINFIN A ..........8 INSTALLATION, INT. FIN B...........9 , CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 M6'6" AX PARTS LIST ................................... 10 TABLE 1: u Ff. I Dew*Uon sheet E,SHEETf C G, SHEET! 96" BUCK HEIGHT 93-114" VISIBLE LIGHT HEIGHT 5- MAX. O.C. 1 �-- 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION "SG" = "KURARAY SENTRYGLAS- INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA INC. :K HT F, H E. G TYP. FIN FRAME ELEVATION 93-114" / VISIBLE D_ p ao / LIGHT i HEIGHT cn U 04 z 9( i N BUI W Z - R9 HEIC Z LL fD ^ 5: -o J u,xoi� :K HT F, H 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1. THIS SHEET. WIDTH -., -I� WIDTH +I WIDTH --H F- WIDTH --i1L_ J 1L- -J �•—i-�VIDjFL�•�( �+- VDTV --(• WITH --� - f-- WIDTH -H Tr i �• , F O- 2 • • • • •• _ � L J 1 DTH-{ FF' WIDTH I-" WIDTH WIDTH --{ r— � rT* :. is C i • ... 1 1i i 1 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W Y p 3 "aa D_ p ao Lc) cn U 04 z rj)If N 1 -0 Oma$ w W Z - R9 ti d Z LL fD ^ 5: -o J u,xoi� = L t7 UU d W ❑ W - 00 ~' W 'rO < ❑ (9 oN ONO i ZO p o Z o v JJ Q LU LL O J 11J � Q J W ® m U) Z as 1n +aav5 LLI F ? O O Z ❑ Z alwg a O Z J Q C O w p X W W r 5 LL C7I a LYNN '� .• L}GENgF'•. No.58705 %0XN' S7 TE F !V` 10NAL 1EN.�. A LYNN MILLER, P.E. P.EN 58705 1) TIP -TU -IIP DIMEN51UN5 SHUWN. rUK IN ItUKHL rIN ANU MWUn LMU vvlNw�Q, ouoU I 1 1- - THE TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. {� GLASS STACK I Window Design Pressure (+/-, psf) for Glass Type 3 Window Design Pressure (+I-, psf) for Glass Type 1 O CC O 3116" HEAT 3/16" ANNEALED GLASS W 4 11 n n1 _j O J O a n Z U- c0 ^ i Um Side, Tip o TI m SB" 2 Uj a G L) °� n 4 68-7/6 73 77 81 68.7M 73 77 81 85 89 93 97 101 1 105 110-112 +1A0 31 71.80-'1 +1-80 +1-80 +1-80 +1-80 +1-80 +IAO +1-80 +1-80 +IAO +/-80 +!-60 33 +/AO +/-80 +IAO +/AD +1-80 +1-80 +IAO +/-80 +1-80 +/-80 +/-80 +/.80 35 +/-80 H-80 +1-80 +/-80 y-80 +1-80 +/AO +/-80 +/-80 +/-79.8 +/-79.4 +IAO 37 +1-80 +/.80 +l-60 H-80 +/-80 +1-80 +/49.7 +/.77.2 +1.75.1 +/-73.4 +/.72.2 +/-60 39 +/-80 +/-80 +/-60 +1-60 +/-80 +1-78.1 +/-75.2 +/-72.5 +/-70.3 +/-88.5 +/-66.3 .-. 41 +/-80 +/-80 +/AO +1-79.8 +1-77.2 +/-74.3 +/-71.3 +1-67.9 +/-65.1 +/-63.4 +/-61.6 +/AO 43 +1-80 +IAO +IAO +/-77.4 +1-74.3 +1-71.3 +/-68.2 +/-54.7 +/-61.8 +/-59.8 +1.58.2 F 45 +1-80 +1-80 +/.78.9 +1-75.4 +/-72.1 +l-6&9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 +1.80 9 47 +/-80 +1-80 +1-77.2 +/-73.6 +1-70.1 +/-66.8 +/-63.5 +1-60.3 +157.7 +/-80 +1-80 +1.80+1.77.2 49 +/-80 +1.79.3 +/-75.8 +/-71.9 +/-68.3 +1-64.9 +1.61.5 +/-58.2 +1-80 +/-80 F 51 +/-80 +/-77.5 r/-74.1 +/-70.3 +1.86.7 +/.63.1 +/-59.7 +1-80 +1-80 +/-80 53 +1-79.1 1 +1.75.6 +/-72.4 +1-66.8 +/.65.1 +1-61.5 +1-80 +1.80 m 55 +/-77.4 +/-73.8 +1-70.5 +1-67.3 +1.63.5 57 +l -BO +/•80 +/-77.5 57 +1-75.8 +/-72 +/-68.6 +/-65.3 59 +1-80 +/-79.4 w 59 +/-74.2 +1-70.3 +/-66.8 61 +/-80 +1-77.6 +1-73.5 61 +1-72.7 +/-88.7 +/-65 63 +/-60 +/.75.8 63 +/-71.2 +/-67.1 65 +/-78.8 +1-74 65 +/-69.7 +/-65.5 67 +1-77.2 67 +l-68.3 66.7/8 +1-74.9 88-718 +1-87 1) TIP -TU -IIP DIMEN51UN5 SHUWN. rUK IN ItUKHL rIN ANU MWUn LMU vvlNw�Q, ouoU I 1 1- - THE TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUUws, 5UC I MU 17" MUM I ne nr-I U-nr UIMCNJIUN m THE TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. 7116" LAMINATED {� GLASS STACK I Window Design Pressure (+/-, psf) for Glass Type 3 .090" PVB IN O CC O 3116" HEAT 3/16" ANNEALED GLASS W 4 11 n n1 _j O J O a n Z U- c0 ^ i Um Side, Tip o TI m SB" 2 Uj a G L) °� W GLASS BITI 68-7/6 73 77 81 85 89 93 97 101 105 110.112 LL O N 31 +/-80 1 H-80 +1A0 N-80 +/-80 +1A0 +/-60 +/AO +1.80 +/-80 +/.80 aroa5 O 33 +/-80 +/-80 +!-60 +/-80 +/-80 +1-80 +IAO +1.80 +/-80 +/AO +/AO alJil +/-80 +1-80 +/.80 +/-60 +/-80 +/-80 +/_80 •/.80 +/-80 +1A0 +1-80 +/-80 +1-80 +IAO +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +IAO +1-80 H-80 +/-60 +1-80 +/-80 +1.80 +IAO +1.80 +1-79.4 N-76.4 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-76.7 +1-73.5 N-70.9 +1-69 +/-80 +1-80 +/AO +/-80 +/-80 +/-80 +/-77 +1-73.1 +1-69.6 +/-66.9 +1.85.2 F P47 +1-60 +/-60 +/-80 +1-80 +/-80 +/-77.8 +/-74.1 +/-70.3 +1-67.5 +/-83.9 $ +/-80 +1.80 +IAOR+146 +l-79.2 +1-75.4 +1-71.7 +1-68.1 +1-65.1 +/-80 +1-80 +1.80+1.77.2 +1-73.3 +/-69.5 +1-65.8 +1-80 +/-80 +/-80 +1-75.3 +/-71.3 +/-67.5 +1-80 +1-80 +/-80 +1-73.5 +/-69.5 +1-80 +1.80 +/-79.6+1-71.8 57 +l -BO +/•80 +/-77.5 59 +1-80 +/-79.4 +/-75.4 61 +/-80 +1-77.6 +1-73.5 63 +/-60 +/.75.8 65 +/-78.8 +1-74 67 +1-77.2 66.7/8 +1-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUUws, 5UC I MU 17" MUM I ne nr-I U-nr UIMCNJIUN m THE TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. 7116" LAMINATED {� GLASS STACK I p Eo �-Imo• o .090" PVB IN O CC O 3116" HEAT 3/16" ANNEALED GLASS W 4 11 n n1 _j O J O a n Z U- c0 ^ i Z J Ta a nou0 SB" 2 Uj a G L) °� W GLASS BITI 1-3 7 (� oN 9MG EXTERIOR Z ( 20 v-- 13 GLASS TYPE 1 r LONG SIDE -+- SHORT SIDE f �- LONG SIDE `--� T_ SHORT SIDE I - TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. t -TI - GLASS STACK 7116" LAMINATED GLASS STACK 3/18" HEAT 3116" TEMPERED GLASS - 7/16" AIR SPACE STRENGTHENED GLASS - 3/16" ANNEALED GLASS .090" PV8 INTERLAYER sle" GLASS BITE EXTERIOR � ' a 21 13 • • 4"S9TWE 30 • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • •00 0 • • • • • • • • • • • • • • • • • • • • • • • • • 7� SHORT SIDE LONG SIDE SHORT 'I SIDE W > y w v a Y U) p '^ay p Eo �-Imo• o v a1o0 O CC O O O (V z W n n1 _j O J O a n Z U- c0 ^ i Z J Ta a nou0 f] r2' 2 Uj a G L) °� W F Z = a Wc7 7 (� oN 9MG 0 > Z o O Z m U O g J Q U) _3 Q F. LL O N n 0 H (n Z W 2 JaavS rt O W Z o p Z of a aroa5 O W C.)X O W Z (7 w LL o D. alJil 'asap saua5 LYNN,�' `'��•''41GENSF'• �� '� * No.58�TF 705 '�Q . ' • �� ZONAL. E: /l 111111111` A LYNN MILLER, P.E. P.E.• 58705 1) TIP -TO -TIP UIMENSI(JNS SHUWN. t -UK IN 1 tUKAL FIN ANU t-UUAL LtU WINUV WJ, JUU I "U I 1 "' hKUM I Flt I le- I U- I IV UIMCNJIUN IN I Kt I AML I U Ut I tKMINt I Nt W INUUW ,ILt. 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 WITHIN. 1-1/16" NOM. 7/16" LAMINATED GLASS STACK 7/16' LAMINATED GLASS STACK t_1 GLASS STACK 11 .090" PVB INTERLAYER 3116" TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS 3/16" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 4 5 IF 5/8" 516" GLASS BITE GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -� LONG SIDE SHORT r�� SIDE L SHORT SIDE r— EXTERIOR I� I ' EXTER IOR �— LONG SIDE �I > a } yp 13 a sle 13 21 �� Window Design Pressure (+/., psf) for Glass Types 2 & 4 T r } GLASS TYPE 2 GLASS TYPE 4 • • • • • SHORT SME 0• • • c) O� W LONG SIDE O _I O a y Z LL S ^ s Lo Side Ti b Ti in • 4 • • • • ZL) �� U d ®� f� LU Z v 2 Q 7 O 66.1/8 73 77 81 85 89 93 97 101 105 110-1/2 1 113 117 121 125 129 133 137 141 1 145 U) Z 31 +/-80 +1-80 +/-80 +/-80 +1-80 +1.80 +1-80 +1-80 +/-80 +/-80 +1-80 +1.80 +1-80 +/-80 +/-80 +1-80 +1-80 +1-80 +l-80 +1-80 N 33 +/-80 +l -BO +1-80 *l-80 +/-80 +1-90 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-BO 35 +/-80 +1-80 +l-80 +1-80 +/-80 H-80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 37 +/-80 +1-80 +1-80 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +l -BO +/-BO +/-80 39 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +l-80 +1.80 +1-80 +/-80 41 +1-80 +l-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 43 +/-80 +1-80 +/-80 +1-80 +1-80 +l-80 +/-W +1-80 +/-80 +1-80 H-80 F 45 +/-80 +/-80 +/-S0 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 3 47 +1-80 #/-80 +1-80 +1-811 +/-80 +/-80 +1-80 +480 +/-811 c 49 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 F u 51 +/-80 +l-80 +/-80 +480 +1-80 +/-BO rh 53 +/-80 +/-80 +1-80 +/-80 +/-80 +1.79.1 55 +1.80 +/-80 +1-80 +/-80 +1-78.6 57 +/-80 +/-80 +/-80 +l-79.1 59 +/-80 +/-80 +1-80 61 +/-80 +/-80 +/49.3 63 +/-80 +1-80 65 +/-80 +/-80 " 67 +/-80 68-718 +/-80 1) TIP -TO -TIP UIMENSI(JNS SHUWN. t -UK IN 1 tUKAL FIN ANU t-UUAL LtU WINUV WJ, JUU I "U I 1 "' hKUM I Flt I le- I U- I IV UIMCNJIUN IN I Kt I AML I U Ut I tKMINt I Nt W INUUW ,ILt. 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 WITHIN. 1-1/16" NOM. 7/16" LAMINATED GLASS STACK 7/16' LAMINATED GLASS STACK t_1 GLASS STACK 11 .090" PVB INTERLAYER 3116" TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS 3/16" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 4 5 IF 5/8" 516" GLASS BITE GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -� LONG SIDE SHORT r�� SIDE L SHORT SIDE r— EXTERIOR I� I ' EXTER IOR �— LONG SIDE �I > a } yp 13 a sle 13 21 �� 'Q T r } GLASS TYPE 2 GLASS TYPE 4 • • • • • SHORT SME 0• • • c) O� W LONG SIDE O _I O a y Z LL S ^ s • • • 4 • • • • ZL) �� U d ®� f� LU Z v 2 Q 7 O •• ••• •• • • • •• J Z I I SHORT oZ� U O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • —I SIDE I` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7RODUCr REVISED a: wmplyiu8 will tha Florida Ouilding Code Acc U000 No 18-o48[ NO CHANGES THIS SHEET. 7 LUY > a in '^+� Ir ¢w¢ I- OOu 'Q O r } N 2. 0 v O to � N c) O� W O _I O a y Z LL S ^ s Z J RO uw°i0 d ZL) �� U d ®� W LU Z v 2 Q 7 O ON Na LU > a i Z N O oZ� U O , 1- g J Q W J Q � LL O M U) Z W Er P-45 a 0 U)z 6 z 0:aI°JS O jZ > Z N W O W X U rre LL W 0 S a \`IIIL 111111]//, O�_kCENS,, CSF` * ; No.58705 OF Z- 1ss1 0I/INAL 00' A LYW UI!I!ER\P.E RE 9 58705 TABLE 5' Window Design Pressure (+/-, psf) for Glass Type 5 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INI EGRAL r94 ANU EUUAL Leu WINu WJ, auu 1 nnc 1 r rnum i nc i m -i wt n- utmcnoivn iry i nc TABLE TO DETERMINE THE WINDOW SIZE. 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 TABLEASOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TAR[ F R' 1) TIP -TU -I IP UIMENSIUNS SFiuwm rUK IN i CV [171L rin Arvu -VAL - wlrvuurva, ouo [ nnv i i rnurvi TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. 7/16" LAMINATED �J GLASS STACK .090"SG INTERLAYER 3116" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 5/8" GLASS BITE f-+- LONG SIDE 1-2 "- EXTERIOR SHORT 20 13 SIDE GLASS TYPE 5 T I-- LONG SIDE 1 SHORT 6 SIDE 1 Window Design Pressure (+/., pd) for Glass Type 7 TABLE DIMENSIONS MAY BE 0 ^0/N Lorig S de (in) 150 ORIENTED VERTICALLY 68-7/8 T3 1 77 79-314 B1 BS H 93 97 1 101 105 1 109 110.112 31 +9x-130 +901-130 +901-130 +901-130 +9x•130 .1101-130 +901.130 +901-130 +901-130 +901-130 +901•/30 +901-130 +901-130 33 +901-130 +901-130 +901.130 +901-130 +90/-130 .90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 .901.130 35 +901-130 +901-130 +901-130 +901-130 +901-130 +8x•130 +901-130 +901.130 +90/-130 +901-130 +901-130 +901-130 +901-130 37 .801.130 +90/•130 +8x•130 +9x-130 +901-130 +90%130 .901-128.3 +901-125.4 01801-122.8 +90/-120.1 +901-118.1 +901-118.1 +901-118.1 39 +801-130 +8x•130 +901-129.4 .901-127.5 +901.125.4 +901-121.5 +901-118.1 +901.114.9 +90f-112.6 +901-110.4 +901-108.6 +901-106.9 +901-108.3 41 .901-130 +901-128.3 +Bx-121.2 .901-118.9 .90/-119.9 +8x•113.8 tBx-110.5 +9x-107.2 +901-103,8 +9x-101.3 +901-99.4 +9x•97.7 +901-97.1 43 +901.129+3 +901-121.5 +9x-115.8 +901-113.8 +901-111.4 +9x-1015 +901-1042 +901-1008 +901-97 +901-93.8 +901.92 +9x-90.9 +901-90.5 45 +gW-122.9 +901-115.8 +901.111.8 +90/•109.7 +901-107.3 +901-102.8 +801-98.7 +901-95 +901.923 +901-90.1 +/-87.9 +801.85.9 +W -85A j 47 01801.118 .901-112.7 +9x-108.1 +901-106.1 +9x-103.5 .90/.98.8 +Bx-94.4 +901-91.5 +/-89.1 N-88.7 +801-84.4 +801-82.1 i +Bx-81.3 49 +901-1142 .901-1x9.9 19x.104.8 +901-10x.7 +901-100 .90/.95.3 +901-91.8 +1-88.7 +/-80 +80/-83.5 ; +80/-81 .x78.7 .1-77.8 51 +9x-110.9 +901-106.3 +9[9-101.8 .9x-998 +901-96.9 +801.92.7 +/-88.3 +/-88.2 +801-83.2 +801-80.5 ./-77.9 .4 N -7d.5 Ii5 53 +901.107.7 .9x-102.8 +9x-98.7 +901-96.7 +901-94.1 +901-90.4 H-57 tB01-817 +Ba -80.8 +/-77.7 ./-74.8 «/-72.3 +141A 55 .9x•104.5 .901-89.8 +901-95.3 +9x•93.7 +9x•91.9 +/-88.3 +801-84.6 +80/-B7.3 +/-78.1 +1-75.1 1 +1-72.2 +/-69.8 H-09.1 57 «901-101.5 +901-90.4 +901-92.5 +901-91 +/-89.3 «801.88.1 +801-82.4 +1-78.9 +/-75.8 +/-72.5 H$9.9 +/-07.9 I 59 +901.88.5 +901-93.5 H-90 +1•888 +B01-88.8 +801-83.8 +Ba -80.3 H-76.7 +1.73.3 +/-70.3 +1-882 3 81 .80%95.8 .9x-91.3 H-87.7 +Bx-88.2 +801-84.3 +Bx-81 +1-77.9 +1.74.5 ./-71 +1-88.7 1 63 +901-92.2 t/-BB.1 +801-84.3 +801-82.7 +80/-80.7 +1-77.3 +/-74 +/-71 +/-68.0 1 65 +901-91.2 4-87 +Ba -83.2 +8x-81.6 +/-79.8 .1-781 .1-72.8 +/010 w 67 +/-89.3 +B01-05 +801-61 +/49.4 H-77.3 1/-73.7 +1-70.5 U- 68-7/8 _ H-07.3 -W-113.2 +1-79.1 +/.7T.4 +1-75.2 +1-71.6 H89 73 +801412 +1-79.4 +/-75.1 H-73.2 +/-71 +/-684 20113015 77 +/-79.1 +1-75.1 +1-71.4 .1$11.9 78-314 -1-77.4 +143.2 +1-69.9 1 +1-68.6 GLASS BITE 1) TIP -TU -I IP UIMENSIUNS SFiuwm rUK IN i CV [171L rin Arvu -VAL - wlrvuurva, ouo [ nnv i i rnurvi TABLE TO DETERMINE THE WINDOW SIZE. 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 WITHIN. 7/16" LAMINATED �J GLASS STACK .090"SG INTERLAYER 3116" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 5/8" GLASS BITE f-+- LONG SIDE 1-2 "- EXTERIOR SHORT 20 13 SIDE GLASS TYPE 5 T I-- LONG SIDE 1 SHORT 6 SIDE 1 • • • • • • • • • • • • .• • . • . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U10 > w V a TABLE DIMENSIONS MAY BE 0 ^0/N 0 150 ORIENTED VERTICALLY OR is N A OJT ORLU IY 7 N n' HORIZONTALLY AS SHOWN. Z �a 1-1116" NOM. GLASS STACK 7/16" LAMINATED o LU Z CO !E< W [2 GLASS STACK oN ^MO 3116" TEMPERED GLASS 0 17 3/16' ANNEALED GLASS UW 3/16" ANNEALED GLASS W -jO 0 7/16" AIR SPACE 0 $ .090' SG INTERLAYER SHORT I- 0'(0 to Z SIDE !� " QZ 0 3 w z 011°:5 Qo w U 5 w U- 0 d 010!7 'osa0 20113015 GLASS BITE 12 g �/ LONG SIDE EXTERIOR a5-7 21 13 GLASS TYPE 7 1 •• ••• • • • • • •• • • • • • • • • • SHORT Imo_ • • • • • • • SIDE • •• 06: • • ••• • 0 00 00 •• ••• •• • • • •• • • • • • • • • • • • • .• • . • . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U10 > w V a Y 0 ^0/N 0 150 0 0 p is N A OJT ORLU IY 7 N n' 0 J g - LL "='.W Z �a 0 UV d o� o LU Z CO !E< W [2 0 oN ^MO .-. �O Z 0 0 17 O UW ~Q J Q W -jO 0 0 $ co Z LU 1010145 0'(0 to Z QZ 0 3 w z 011°:5 Qo w U LU X w U- 0 d 010!7 'osa0 20113015 LYAlN'�,, * ; No. 58700�55r 7GNAL �G 1 I'11\ A. 77LYfJ�11 WILL "\ P.E. P EA 58705 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND tUUAL LEG WINDOWS, SUB I HAL; I V I•KOM [HE TIP -TU -TIP DIMENSION IN THE IABLt IU UE I ERMINE IHE WINUUW SIZE. 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 WITHIN. 1-1116' NOM. 7/16" LAMINATED GLASS STACK7/16" LAMINATED GLASS STACK GLASS STACK 090" SG INTERLAYER 3116" TEMPERED GLASS J�3131'6' HEAT STRENGTHENED GLASS 3116" HEAT 16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS --STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER EXTERIOR a 1 5/8" GLASS BITE GLASS TYPE 6 GLASS SITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG L SIDE I LONG SIDE SHORT SIDE I J I- J SHORT J— —1 SIDE 1-2 , �— LONG SIDE —� EXTERIOR a5.7 21 13 •• ••• SHJJR • • •• GLASS TYPE 8 • • • • • • • •• ••• •• • • • •• • • • • •• • • •• •• • •• • • • •• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 0 % • • I LONG SIDE 1 SHORT SIDE PRODUCT REVISED as amPlyug w ith the Florida Bud"i; Code A.Wim oeNo18'b43r JR - 03/16/18 - UPDATED ., VALUES AND SIZES. n W ? W c+1 Y i ❑ ❑ ro N W v x11'0 O U) IX p Window Design Pressure (+/-, psf) for Glass Types 6 & 8 W Q N � �rc W n p ❑ LL O a m Z o Z_ J to uwoi0 O .2 U U d ®� W ❑ Long Side, Tip lo Ti (In) CO 7M0 rO Z m O u 0 O 68-718 73 77 78-3/4 81 85 89 93 97 101 105 109 110-112 113 117 121 125 129 137 145 31 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-13D +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90030 +904130 +9omm +901-130 +901-130 33 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90%130 +901-130 +901-130 35 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-130 +90/A30 +90/-130 +901-130 +9W-130 +901-130 +90r-130 +901-130 +80/-110 +801-110 37 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90I-130 +90/-130 +901-130 +9G-130 +90/-130 +901-130 +80/-110 +80/-110 39 +901--130 +901-130 +901.130 +901.130 +90%130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-13D +90/-130 +90/-130 +90/-130 *90/-130 +80/-110 +M-110 +801-110 +801-110 41 +901-130 +901-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +90%130 +901.130 +901-130 +901-130 - +901-130 +901-130 +901-130 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 43 +90/-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +801.110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 45 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +g0/-130 +901-130 +901-130 +90/-130 +901-130 +801-110 +80/-110 +801-110 +80/-110 +801-110 _+801-110 +801-110 +80%110 o. 47 +901-130 +901-130 +901-130 1 +90%130 +901-130 1 +901-130 +90/-130 1 +90/-130 +90%130 1 +90%130 +80%110 1 +801-110 +801-110 +801.110 +801-110 +801-110 +801.110 +80/-110 o 49 +901-130 1 +901-130 +901-130 1 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +801.110 +801-110 +801-110 +B01-110 +80/-110 +601-110 +80%110 +80/-110 R 51 +9D1-130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +B9.41-128. +80/-110 +801-110 +801-110 +80Y-110 +8LV-110 +BOL -110 +801-110 +801-110 F- 53 +901-130 +901-130 +901-130 +90/-130 +901-130 +90%130 88.81-128.1 +801-110 +801-110 +81V-110 +801-110 +801-110 +801-110 +801-110 +NY -110 55 +90/-130 +901-130 +901-130 +90/-130 +901-130 88.81-128.1 +8p/-110 +801.110 +801-110 +80/-110 +8OL-110 +10-1110 +80f-110 r801-110 57 +90/-130 +901-130 +901.130 +9D/-130 +89.4/-129 +80/-110 +801.110 +801.110 +80/-110 +80/-110 +801-110 +80/-110 59 +901.130 +901-130 +90/-130 89.5/-129.1 +80/-110 +8(y-110 +80/-110 +BW -110 +80/-110 +80/-110 +BW -110 rn 81 +901-130 +901-130 +89.61-129. +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 63 +901.130 +901-130 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801-110 65 +901-130 +901-130 +801-110 +80/•110 +801-110 +801-110 +80/-110 +80/-110 67 +901-130 +801-110 +801.110 +801-110 +801-110 +801-110 +80/-110 68-7/B +901-130 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 73 +801-110 +801-110 +80.1-110 +801-110 +801-110 +801-110 77 +801.110 .80/-110 +801-110 +801-110 78-3/4 +801-110 +801-110 +801-110 1 +801-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND tUUAL LEG WINDOWS, SUB I HAL; I V I•KOM [HE TIP -TU -TIP DIMENSION IN THE IABLt IU UE I ERMINE IHE WINUUW SIZE. 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 WITHIN. 1-1116' NOM. 7/16" LAMINATED GLASS STACK7/16" LAMINATED GLASS STACK GLASS STACK 090" SG INTERLAYER 3116" TEMPERED GLASS J�3131'6' HEAT STRENGTHENED GLASS 3116" HEAT 16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS --STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER EXTERIOR a 1 5/8" GLASS BITE GLASS TYPE 6 GLASS SITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG L SIDE I LONG SIDE SHORT SIDE I J I- J SHORT J— —1 SIDE 1-2 , �— LONG SIDE —� EXTERIOR a5.7 21 13 •• ••• SHJJR • • •• GLASS TYPE 8 • • • • • • • •• ••• •• • • • •• • • • • •• • • •• •• • •• • • • •• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 0 % • • I LONG SIDE 1 SHORT SIDE PRODUCT REVISED as amPlyug w ith the Florida Bud"i; Code A.Wim oeNo18'b43r JR - 03/16/18 - UPDATED ., VALUES AND SIZES. n W ? W c+1 Y i ❑ ❑ ro N W v x11'0 O U) IX p N = W h M W Q N � �rc W n p ❑ LL O a m Z o Z_ J to uwoi0 O .2 U U d ®� W ❑ IW" W V CO 7M0 rO Z m O u 0 O J Q W m Q F LL O 'n ® Z 0_ 5 O ❑ rj)FN-- W Z < oz_ > 0 aloes o W o > ❑ X Z w n LL 0111!1 ❑ 'sap 777> d spas LYNN//''/,� ��r . VICENSF MN� * No.58705 %�� •.•W.T., /GNAT E�G //71111111\ A LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE. LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4"' s ' F. .. I.. �' I EMBED { TYP. ANCHOR TYPE. 1/4' MAX SHIM io - 012 or X14 410 SS Screw � - • SEE NOTE 2, THIS SHEET EMBEDMENT AND EDGE { INSTALLATION CONCRETE PER 12' INSTALL -AT ON .• — DISTANCE PER SUBSTRATE,/'TYPE - REQUIREMENT C 9/16" TYPE B 12" EMBEDMENT TABLE 8, THIS SHEET A36 Steel 3/8" 0.083" " — Steel Stud Gr. 33 rrrn. 318" 0.045" 18 Ge 12" 11,V410 SS CreteFiex Urigrouled CMU, ASTM C-90 --SEE 1-114" EMBEDMENT Concrete (min. 3.35 ksi) 1" 1-3/4" 1X. WOOD 6UCKSTRIP, 114" Steel Ulracw _ Concrete (rnin,'2.85 ksi ---C7 •r— IW -MAX SEE NOTE 2, THIS SHEET 1, 12" EMBEDMENT 12" SHIM TYP. ANCHOR TYPE, EMBEDMENT AND 1-114" I '• EDGE J 12' • • EDGE DISTANCE PER SUBSTRATE. - ' DISTANCE j, EDGE Go 33(ileal Slud 6 SEE TABLE 8, THIS SHEET ® m Z DISTANCE •- 1 4. IF APPLICABLE, LOWER DESIGN PRESSURE RROM ERiIER WINDQWQR • • • • O 1L - 1/4^ MAX I - Q a Z •� aloo5 0 1 SHIM Q O U 1 Z g 1I1 USED FOR AL LL LL l -11!1 sap s ya5 --- •. - -I. SIDES OF .' 1 �'°• ARCHITECTU L I 11I SHAPES @ 1117/8" ° EXTERIOR O.C. MAX CONCRETE/CMU ` 11 PER'ANCHOR �_ VISIBLE LIGHT WIDTH.= REQUIREMENT h .WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR ! REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A , METHOD D TAR1 F s 1/4" MAX. SHIM STEELSELF-DRILLING _ II��s SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE 'ERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET INSTALLATION, EDGE DISTANCE TYPE B VERTICAL.SECTION B -B .ANCHOR TYPE, EMBEDMENT I EDGE DISTANCE PER STRATE, SEE TABLE 8, THIS SHEET Anchor .. -Distance 1/4' MAX SHIM io 1XWOODBUCKSTRIP, 012 or X14 410 SS Screw � - • SEE NOTE 2, THIS SHEET 1-318" 12" CONCRETE PER 12' A36 Steel 3/8" 0.083" + ANCHOR .• 12' REQUIREMENT INSTALLATION, EDGE DISTANCE TYPE B VERTICAL.SECTION B -B .ANCHOR TYPE, EMBEDMENT I EDGE DISTANCE PER STRATE, SEE TABLE 8, THIS SHEET Anchor .. -Distance Substrate - Min - Edge. Mn.Eftedmenl _ .__.. —0C.- S in -. 012 or X14 410 SS Screw Southern Pena SG -0.55 9/18" 1-318" 12" Alumnum 6083 TS min. 3/8" 0.083" " 12' A36 Steel 3/8" 0.083" + 12" Steel Stud . 3 Mn. 3/8" 0.045" 18 Ga - 12' 012 or 014 Steel Screw (G5) Soullwn Pine SG ---0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/6" 0.063" • 1z'. A36 Steel 3/8" 0.083" " tz' Steel Stud Gr. 33 rrrn. 318" 0.045" 18 Ge 12" 11,V410 SS CreteFiex Urigrouled CMU, ASTM C-90 2-1/z' 1-114" 1z' Concrete (min. 3.35 ksi) 1" 1-3/4" 12' 114" Steel Ulracw _ Concrete (rnin,'2.85 ksi 1„_" 1314' 12 , Concrete nun. 2.85 ksi 2-1/2" 1-318" 12" Unaroulad CMU TM 2-1/2' 1-1/4" 12" 5116" Steel Ultracon Concrete min. 3.5 ksi 1-114" 1-3/4" 12" Grouted CMU TMC- 2-trz' 1-34' 12' 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: a v Y 0 iD 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOYLaW WAf(DMRNT ANO • • • • • alo0 O EDGE DISTANCE LIMITS. • • • • • • • • • D N V tiw Cn ELI h 0 J O a m Z LL 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X"*A$E BU W�OS TOIAL IS • • Maisdal Mn. Fr Mn. F. THICKNESS LESS THAN 1.1/2'. 1X WOOD BUCK$ V OFW Q L IJW % • • • • Steel Screw 92 ksi 120 ksi BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W .-. 410 Screw 90 ksi 110 ksi WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY p Elco LkaCorM 155 ksi 177 ksi AUTHORITY HAVING JURISDICTION. 410 SS Ek:o CmbFb0 127.4 Icy 189.7 ksi • • • • • • • O 6063h5 m'num 16 ksi 22 ksi 3. FOR ATTACHMENT TO METAL: THE STRUC L ME ER SHALL BEDF I • • • • A Steel 36 ksi 58 ksi SIZE TO PROVIDE FULL SUPPORT TO THE WI FRAVE. � • • • • •9 Go 33(ileal Slud 33 ksi 45 ksl ® m Z 4. IF APPLICABLE, LOWER DESIGN PRESSURE RROM ERiIER WINDQWQR • • • • O MULLION NOA APPLIES TO WHOLE SYSTEM. Z Q a Z Z ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W ? W w D a v Y 0 iD O �� yo alo0 O p N i D N V tiw Cn ELI h 0 J O a m Z LL Z �B 0 ci go o W '. O LU _U 03 a v HS tW— ZC7 cN W .-. emu O p U ~ O Q Z r0 O 13.45 ® m Z FN O F- Z Q a Z Z aloo5 0 3:W Q O U W X Z g r LL LL l -11!1 sap s ya5 10 11111/Ir ONV LYNN ...... ` * : No.58705 ,0 � ST TE C .. (4u ZONALS A. LYNN MILLER, RE P.E* 58705 ZX WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET - -- INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET } 1 1 EMBEDMENT �L EDGE DISTANCE 1/4" MAX f 42 1 SHIM USED FOR ALL INSTALLATION TYPE G ---�-- EMBEDMENT 1/4"MAX I SHIM 6 r I INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET SIDES OF j ��17 ARCHITECTURAL • • EXTERIOR SHAPES ® 11-7/8- 4 11 O.C. MAX. I •` I VISIBLE LIGHT WIDTH = CONCRETE/CMU I~— WINDOW BUCK WIDTH -2-3/4" PERANCHOR REQUIREMENT r WINDOW BUCK WIDTH HORIZONTAL SECTION C -C INSTALLATION TYPE H T4WI F 0' 1/4" MAX. SHIM 9 EXTERIOR a STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 97HIS SHEET EMBEDMENT EDGE ' DISTANCE ' I CONCRETEICMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Eabedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" _ 1-318" 12" Altxrinum 6063-T5 nin. 310" 0.063" • 12" A36 steal 318" 0.063" • 12" Sleel min. 3r8" 0.045'(18 Ga 12" #12 a #14 Sled Screw (G5) SourMem Pine SG=0.55 9116" 1-318" 12" Abrr in 6063.75 min. 3/8" 0.063" • A36 Steel 3/9' 0.063" 12" 12" Steel Stud Gr. 33 nin. 318" 0.045"(18 Ge ' 12" 1/4" 410 SS CreteFlex Ungrouled CMU, ASTM C-90 2-12" 1.1/4" 12" Concrete rain. 3.35 ksi 1" 1-314" 17' 1/4" Steel LWacon Concrete (nin. 2.85 ksi 1" 1-314' 12" Concrete min. 2.85 ksi 2-12" I -W 12" (ASTM90 2-12" 1-1/4" 12' 5/16" Steel Utracon Concrete nin. 3.5 ksi 1-114" 1-314' 12" Gr U ASTM C-90 2-12' 1-314" 12" �� .... TED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD 5 ALL HEAD TYPES APPLICABLE. T14" MAX SHIM INSTALLATION NOTES: —�_ TT } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND I SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "W" ARE BUC•S VW09E TOTAL• • CONCRETE PER THICKNESS IS LESS THAN 1-12". 1X WOOD BUCKS ARE OP,T,,••II(CCC��•••X••4AL IF"IT AIN • • EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. V ftD ICl REQUIREMENT "2X" ARE 1-12" THICK OR GREATER. INSTALLATI O • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OFCAS AP OED B • . • AUTHORITY HAVING JURISDICTION. INSTALLATION I EDGE TYPE F I DISTANCE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE • • • • Material Min. Fr Min. F, • tee Screw 92 ksi 120 ksi • •4j LS 90 ksi 110 ksi • FJco aCol1® 155 k5i 177 ksi 00 S6 Dec CreteRDS 127.4 ksi 189.7 ksi 6063-T5 A)umnum 16 ksi 22 ksi A36 Steel 36 ksi 58 lei Gr. 33 Steel Stud 33 ksI 45 ksi AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WIND01I11R ,. SUBSTRATE, SEE TABLE 9, THIS SHEET • • • • • • • • • VERTICAL SECTION D -D 4. IF APPLICABLE, LOWER DESIGN PRESSUFt%010 ElDiER 4INDO)yl5R • • •: MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. s LU Y > c 0 5 N z w alrp 0 Q N u OJ� 1� a' ? n Z W u Z zi u.xo p c W UU21 oa O F Z L Q Cv CD GN MO W OO Z � O O F- 0 O 0 J Q t\ ® Z Q laau5 H O ? z Q Z z W along O J Qo I-: w U O X Q LL w a +ll!L vsdp s ya5 NY LYNN`, , ��•.• \�10ENSF''•. C� * ; No. 58705 oaTTEF IONAL /1111111/1 A. LYNN MILLER, P.E. P. E# 587D5 - EMBEDMENTI Ii I 12 USED FOR ALL SIDES OF I f 8 ARCHITECTURAL EXTERIOR SHAPES 0 11-718' 29 G.D. MAX. WINDOW INSTALLATION BUCK HEIGHT iffi; 1/4., MAX. SHIM VISIBLELIGHT HEIGHT= WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2.3/4" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 g 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET 5 —i1/4" MAX SHIM INSTALLATION T-_ TYPE J EDGE DISTANCE __---- TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F EMBEDMENT 1" III NO CHANGES THIS SHEET. EXTERIOR c _ VISIBLE LIGHT WIDTH I '\--05'\--05 WINDOW BUCK WIDTH -2-- 3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E Anchor Substrate Mn. Edge Max O.C. Mn. F„ Mn. F. Distance S cin FIN FRAMES ARE ONLY TO BE USED Southern Pine(SG--D.55) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —moi EMBEDMENT DISTANCE PER SUBSTRATE, I SEE TABLE 10, THIS SHEET _ - INSTALLATIONDISTANCE I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET -- EDGE INSTALLATION TYPE J EDGE DISTANCE 1/4" MAT( I SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 1�� WITH GLASS TYPES 1-4 (PVB INSTALLATION INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). TYPE IC EDGE DISTANCE 2X WOOD BUCKSTRIPTYPE OR FRAMING, SEE NOTE 2, THIS SHEET 1 3/8' PRODUCrREVISED "hhTYP. 2-1/2' x.145' Roofing Nail 1/4"MAX 3/8" ANCHOR TYPE, EMBEDMENT AND SEE TABLE EPER 10, THS SHEET f I I BuildingCodeII-nED E.rpirahoa slate A4' . 1cs tb�10 - EMBEDMENTI Ii I 12 USED FOR ALL SIDES OF I f 8 ARCHITECTURAL EXTERIOR SHAPES 0 11-718' 29 G.D. MAX. WINDOW INSTALLATION BUCK HEIGHT iffi; 1/4., MAX. SHIM VISIBLELIGHT HEIGHT= WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2.3/4" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 g 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET 5 —i1/4" MAX SHIM INSTALLATION T-_ TYPE J EDGE DISTANCE __---- TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F EMBEDMENT 1" III NO CHANGES THIS SHEET. EXTERIOR c _ VISIBLE LIGHT WIDTH I '\--05'\--05 WINDOW BUCK WIDTH -2-- 3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E Anchor Substrate Mn. Edge Max O.C. Mn. F„ Mn. F. Distance S cin 2-1/2" x .113" Box Nail Southern Pine(SG--D.55) 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 3/8' 5' 2-1/2' x.145' Roofing Nail Southern Pine SG=0.55 3/8" 5" 33 ksl Southern Pine SG=0.55 1/2" 5' #10 x 1" Steel Screw (G5)"0.093' Aturrinu 6063-T5 min. 5/16" 5' o'r 2 Uj UUd o� 1/16" A36 Steel 5/16" 5" FW- Z V< 0.045' 18 Gal Steel Stud Gr, 33 1 5/16" 5" INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIVI&S. • • • • • • • • Y Material Mn. F„ Mn. F. 2. FOR ATTACHMENT TO METAL: THE STRUCTUML MEM015R 9KALt • • Steel Screw 2 ksl 120 ksl BE OF A SIZE TO PROVIDE FULL SUPFERT TO"WIAOt FIZAMC • • • • • • • 6086-T5 Alurnl L119 63. asap 1i• • • IF APPLICABLE, LOWER DESIGN AgSSUA ?RUM EITHER • BB6 k51 58 kd WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr. 33 Steel SWd 33 ksl 45 ksl n 1. jp 0 aa: ZLL J 000 o'r 2 Uj UUd o� W • • • • • • • • • FW- Z V< • • • • • • • • • • ••• • • •• • • • • • • >m r Z a U ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W z c•7 Y O > Nw a N 1- n '. asap O a0 C7 v z u) Z n 1. jp 0 aa: ZLL J a u nwp o'r 2 Uj UUd o� W 0 FW- Z V< aN >m r Z a U o F g LL O tp J Q U) aaVS ® x Om H = O 3 Z a z a1oa5 0 3 ao w W Z 1r cl X z LL a:l7 u 'asap a sm,ac \\11111111lI//!' LYNN No. 58705 - -. S A OF <(/ SS/01NA1- A LYNN MILLER, RE P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE N CONCRETE/CMU " PERANCHOR EDGE REQUIREMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET { �EMBED MENT ]) 11/4"MAX SHIM USED FOR ALL '- SIDES OF Mn. Embedmerlt ARCHITECTURAL EDGE SHAPES @ 11.718" DISTANCE O.C. MAX. 6.2" Alum 6063-T5 min. 318" 0.063" • T_ A36 Steel 3/8" 0.063" " INSTALLATION EXTERIOR TYPE O a SaAhern Pine SG=0.55 INSTALLATION TYPE M EMBEDMENT I-•� 1/4" MAX SHIM 114" MAX. SHIM STEEL SELF -DRILLING .SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 14 (PVB INTERLAYER), NOT S IN USED WITH INSTALLATION EMBEDMENT GLASS TYPES 5-8, (SG INTERLAYER). TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET I VISIBLE LIGHT WIDTH = I WINDOW BUCK WIDTH -2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G 1 I -• 1 I lli EDGE DISTANCE CONCRETEICMU PERANCHOR REQUIREMENT EXTERIOR 15 Anchor Substrate Mn. Edge Distance$ Mn. Embedmerlt Max O.C. 1 #12 or #14 410 SS Screw Soultmrn Pine SG=0.55 9/16" 1-318" 6.2" Alum 6063-T5 min. 318" 0.063" • 6.2" A36 Steel 3/8" 0.063" " 6.2" Sted SW. . 3 min. 3/8" 0.045" 18 Ga 6.2" #12 or #14 Steel Screw (GS) SaAhern Pine SG=0.55 9/16" 1-3/8" 6.2" Alumilxlrn 6063-T5 min. 3/8" 0.063"' 6.2" A36 Steel 3/8" O.M.I. 8.2" Steel Stud. Or. 33 n. 3/8" 0.045" 18 Ga ' 6.2" 1/4'410 SS CreWlex Ungrouted CMU ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi 1" 1-3/4" 11.6" 1/4" Steal Macon Concrete min. 2.85 ksi 1" 1-314" 11.6" Concrete ruin. 2.85 ksi 2-112" 1-3/8" 11.6" r ut A 2-1/2" 1-114` 11.fi" 5116" Steel Macon Concrete min. 3.5 ksi 1-1l4" 1-3l4" 11.6" Grouted CMU ASTM C-9 2-112" 1-3/4" • MAX SHIM • M a Y U) ABb v �1/4" n aloe Q L7 04 Q N 0 z W m 1 ci n p J o a Z LL z J �e a . 10 d W o v W 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. a.N 9M0 n> d r SEE NOTE 2, THIS SHEET, "UNGROUTED CMU" VALUES MAYBE USEOfORGl0UTE D CMU APFIiICATION99 • • p oZ� $ ALL HEAD TYPES APPLICABLE. • • • • • • • • • r g INSTALLATION NOTES: • • • • • • • • • LL o 0) J Q ® U) " 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EpjjE*DISJV:E LIMWr • • • • • • 0O O WWII.] LL O Mn. F,. Mn F. Q I-- 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD SMI Screw W 92 W 120 ksi BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "ZX" ARE X Z 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY JTHERS OR A5 • • 410 Sc Eko the d 90 kel 110k.1 155 ksl W APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • ,.*ForM • •10 SS El- CreiFkulB 89.7177 121.4 hi 189.7 ktl • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MAIZE • • 6063-T5 Akx j , law 22 kd MEMBER SHALL BE Tg PROTIDE FILL SL*PCQT TO THE• • WINDOW FRAME • • • • A36 Sol • 36 k51 58 ksl VERTICAL SECTION H -H •.' ;' •.. . .. o.saelsw 33 d 4ske 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED cereplying wah She F[miJe Building Code A" nA I oe N. %el -P N NO CHANGES THIS SHEET. z` W ig > 6 M a Y U) ABb v O U1 n aloe Q L7 04 Q N 0 z W m 1 ci n p J o a Z LL z J �e a . 10 d W o v W Lu H Zto = Q U a.N 9M0 n> d r Z p oZ� $ O r g LL o 0) J Q ® U) aaVS _ 0O O Z z LL O Z � Q I-- aloa5 QO w W O X Z LL LL d a.„i �sao s -„as `\11111111111// Q��?ONV 0 NSF M * ; No. 58705 *, ��O •• ATE OF C(7� 70NAL EN`�� A LYNN MILLER, P.E. P.E.# 58705 Item # PGT Part # Description Material 1 4253C Flanged Frame Alum- 6063 -TS 2 4265 Equal4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6053 T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cow Alum. 6063•T5 6b 4224 Installation FastenerCoVerfor Cures Rigid PVC a 4267 7/16" Lami. Glass Beading forCur*s Alum. 6063-T5 9 4269 I.G. Beading for Cu nes Alum. 6063-T5 10 70589C Gasket (at 90° comerjoints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono- 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 F/-1 29 76Xl 14FP17X #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 76 77 78 1 Kommeding Kodispace 4SG TPS Quanex Super Spacer nXr Quanex Duraseal Spacer lCardinal XL Edge Spacer See this Sheet for Materials ALL CORNERS TO USE GASKET AND/OR SEALANT O ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90* CORNER FRAME ASSEMBLY EXTERIOR `l EQUAL -LEG FRAME `FLANGE FRAME 2.784" 094' -1I-- .074" r .062" 1.875" 1 .438" 1.000' T .500" T �� 050.1- 0 FLANGE FRAME 2.784" .094" --4�— I4438"�_ r .062" 1.375" Il��1rrr'''''' 050— (D EQUAL-LEG FRAME 2.784" .094" SII -r 074" 0 1.375" 438" } r } 050"10.00 1.125" .077" L @FIN FRAME I—"'��' .970" `yl-- 1 --- ` — .346" 1.037 III .970" ly�-•�— II�`yfr— .346" .875" " u .8715" " .875" II II .050" r+— .050" .050 .0550"-T— IUI It+UI .050" 7/16"LAMI IG GLASS O 7/GLASS BEADING O BEADING GLASS 6a FASTER INSTALLATION COVER O GLASS BEADINGRVES OFER CURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUM POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SEAL 5/16" NOM. POLYISO- 1/4" NOM. 3/16" NOM. SILICONE 5/16" NOM. BUTYLENE WITH STRUCTURAL BUTYL & SEAL DESICCANT SILICONE DESICCANT ROLL -FORMED FOAM WITH FOAM STAINLESSSTEEL EXT. GLASS DESICCANT EXT.GLASS EXT.GLASS / EXT.GLASS J INT. GLASS INT. GLASS INT. GLASSKOD INT. GLASS 75 4SGITPSCE 76 NXTEM SPACER® OSPACERSEAL• 78 SPAXL C RETM ANGLED/CURVED FRAMEASSEMBLY EQUAL -LEG FRAME LNGE FRAME rERIOR EXTERIOR ELDS I;zn` (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY 90* CORNER FRAMEASSEMBLY NO CHANGES THIS SHEET. ALL CORNERS TO j • • USE GASKET I • • • • ``1(111rir//// AND/OR SEALANT i • • . : : • \�.�I do LYNAt0 EN ., b • • EXTERIOR Q�. ••,� % * No. 58705 EXTERIOR • I • � • • MITFri2E1iFR4MEWlTH INTERIOR • • I • • • ANDEXWR141R FRAME WELDS O T TE OF • • • • • • tBHOWN)TORCORNER KEYS AT i��` •'••�LOR10?`. •'•G\�� d • : • : • • • • • SCREW 8bSSEg,SEALANT AT ALL CORNERS ��1SS'/ NAL `�?�\ J�ntJ ` A LG O INILLW, P`E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ❑ W z c6 aLu Y N N W v O (n Qo o � N zy O r �w W r p LL $ Z r = Z J A9 uwa0 ❑ Z W o c) 0j o� W `U 0W > Z Z O/AO O o O g or O o J co ❑ z co O ® m z co z +anus 30� a U7 Z Z Ir alo,s O _z ~Q X O w U W LU : C-4 X O u- m 0. aR0 sa0 s uag ALL CORNERS TO j • • USE GASKET I • • • • ``1(111rir//// AND/OR SEALANT i • • . : : • \�.�I do LYNAt0 EN ., b • • EXTERIOR Q�. ••,� % * No. 58705 EXTERIOR • I • � • • MITFri2E1iFR4MEWlTH INTERIOR • • I • • • ANDEXWR141R FRAME WELDS O T TE OF • • • • • • tBHOWN)TORCORNER KEYS AT i��` •'••�LOR10?`. •'•G\�� d • : • : • • • • • SCREW 8bSSEg,SEALANT AT ALL CORNERS ��1SS'/ NAL `�?�\ J�ntJ ` A LG O INILLW, P`E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM!•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inca 1070'TechnologyDrive North Venice, FL 3427: 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 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 -Dade Wunty ProcucT Control• • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade MT y) reaerye t ie rigllt� . •; to have this product or material tested for quality assurance purposes. If this go.4ig.or materigl fails to perform in the accepted manner, the manufacturer will incur the expense of such trstipg and the AHJ m4* immediately revoke, modify, or suspend the use of such product or material withiliedi r' jurisdetion' RER• • • • reserves the right to revoke this acceptance, if it is determined by Miami—Dada.Q(w 1ty Proem ct 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 Vft4**e Florida'Building Code, including the High Velocity Hurricane Zone. V 0 0 9 • 77 ...�. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion—'I.;I.X . .. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tubd Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. LABELING: Each unit shall bear a permanent Iabel 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# 16-0218.03 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 Jorge M. Plasencia, P.E. MIAMDADE COUNTY NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 4000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • • • • • • • • • • • • •; • 2) Uniform Static Air Pressure Test, Loading ptf FBC, TNRM-94 . 3) Water Resistance Test, per FBC, TAS 202-W: " * • • • • :*6006 4) Large Missile Impact Test per FBC, TAS 2010;0 .... :..... 5) Cyclic Wind Pressure Loading per FBC, TA5420-94 • • • • • • • • • •• • 6) Forced Entry Test, per FBC 2411.3.2.1, and P.A%202-94 •. ; •..' • along with marked -up drawings and installation diagram• of *clipped aluminum' • 0 • mullions, prepared by Fenestration Testing Lab, Inc., Test:Repc:rt No, F'tL-6443..,;. (samples A-1 thru E-1), dated 02/28/11, and addendum letter. dated 05/Q4/1i'•signed . and sealed by Marlin D. Brinson, P.E. • • .00. . (Submitted under NOA No. 10-0819.05) 000* C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and with .FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 0000 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries'. kc. for their Serie? • •; • "PGT" Clipped Extruded Aluminum Tube Mullion —•L.M.I., appOwd on •. 04/14/16 and expiring on 05/26/21. • • • • • • 009 0 • • • • • 000000 0000.. 0000 0000 0000 0000 000.. 0000.. ... . 0000. 00 00 0000.. 0000.. P,PdZJorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE F- OPENING WIDTH FOR VERTICAL MULL MULLIONS / --� SEE DETAILS 1 A4),G,H; SHEETS 2-4 i am LS A THRUO SHEETS 2-4 MELT. MULL \ LENGTH III_ I /SEE DETALLS L.ORILOWA� SHE t4 INIAL —, LENGTH H.ONTAL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MUWON 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 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, ES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ARCH ARCH B®INSIDE HAVE BEEN TESTED AS'FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSCRRECTANGUTAR NOT HAVE A GAP OF MORE THAN V4• FROM THE CLIP. SWIPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOlWS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MUWONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEEDETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN / SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HmGHr 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} FOR HOR120L 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEE DETAIL E, MULL -SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NONE PRODUCTS MAY -BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE WHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1 OPEN6JG WIDT" 1'—HORIZ MULL LENOTH- , MULL _ —1 LENGTHFT HEIGHT OR OPENING MULL HFORIZ {. {' �' MULLVERT. ENGTHL r j MULL f / LENGTH L OPENINGWDTH SINGLEMULLION SINGLE MULUON FOR VERTICAL HULL OPENING WIDTH •� FOR VERTICALMULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROMFIGURE 1 ABOVE CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODEC), 6TH EDITION •2014 FLORIDA BUILDING CODE (PBC), STH EDITION •ANSI/AFBPA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •A11SI SIOD-12 •AISC 380-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/Fr- 1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR" OR'TRIANGULARrrRAPEZOIDAL.'. GENERAL NOTES......______. 1 INSTRUCTIONS...._...._.___.._._...1 ELEVATIONS .... .......... _...... ......... 1 MULL T02X WGOD...-.-.___.._. 2 MULL TO 1X 8 MASONRY_._._. 2 INSTALLATION NOTES__ ------ 2 MULL TO MASONRY.._...___......_. 3 MULL TO STEEL STUD.._._.._....-. 3 MULL TO MULL_.._......_._.__...__ 3 ALTERNATATE CLIPS_..._.._.-.._ 4 BAY MULL i4STALLAnCN.........._ 4 1 X 2)(.125 MULL SPECS__._.._- 5 1 X 2 X.375 MULL SPECS_...__._ 6 1 X 2.75 X.375 MULL SPECS..._.._7 1X 2.75 X.66 MULL SPECS -..._..._8 1 X3.126 X 600 WLLSPECS._..._9 1 X 4 X .126 MULL SPECS.__._.._10 1 X 4 X .375 TUBE .NULLSPECS.._ 11 1 X 4 X .375 T MULL SPECS.__._ 11 125 X 3.186 X.266 MULL SPECS._12 1.25 X 325 X.100 MULL SPECS.__ 13 126 X 325 X.824 MULL SPECS-- 14 126 X 3.94 X.624 MULL SPECS... -15 2 X 4 X 25 MULL SPECS..._._... 18 2 X 6 X 25 MULL SPECS......___... 17 126 X 2.11 X.126 MULL SPECS._. 18 30'X 325 BAY MW. SPECS....._.. 19 46' X 325 BAY MULL SPECS......._ 20 MULLION 6 CLI' Dn¢NSIONS._.. 21-23 EXAMPLES 1 82...-.,.....—._....._.24 LOADING EXAMPLES.___....._._._25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (L ISIFT') FROM TABLES to THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MUWON TYPE. LENGTH AND OP 101,11 WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. •• ••• • • 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND /,ISIA((3 7QU AL SBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY A'PLY) SELBCT ANOMCFWR QIJPJAT�R( AND VERIFY THAT THE REQUIRED ANCHOR • • • • • CAPACITY IS MET. • ••• • • • • • •'••• • • 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN•Tl-TE TAM IS HIGF" THAtrTHE HESION PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING. YOU MAY USE THE -ANCHOR GAPACTTI' 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 RATING (LB OR" FENESTRATION RRODUCT TO JE USEDkND COMPARE WITH THE FINAL MULLION CAPACITYCAPACITYI FTTILBSI ' OBTAINED FOR THE MULUqPYSTERP, THE LOWER (IF TME TWO SHAW AWLYdz P*THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • •• • • • • • • • •• • • • • • • 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN • � JPECIFI(:VP•IUCXgA WHEN .I(R3 TRI:MOA TO APPLY FOR A PERMIT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Data 03/26/2021 C Se i v EM * ; No, 58706 ."t OREDP.•�� A LYNF7A11UllBR,1 FL P.E.# 58705 DETAIL A: MULLION MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MIWON I I I I I SEE SHEETS I I 21-27 FOR HOLE EITHER THE LOCATIONS STANDARD' EDGE e OFFSET M Y BE ° I DISTANCE CIDP MAY BE I 1 I FOR WOCO INSTALLED BY d THIS METHOD. a° �\ SCREWS FOR ALL MUMAX \ � ALL MULLIONS a. °� C a ° EXTERIOR DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 1 TYP. ANCHOR TYP. ANCHOR PER SUBSTRATE PER SUBSTRATE. :SEE TABLES IB•'BB SEE TABLES 13-108 EtSTANCD DISTANCE SEE TABLE3 BUCKSTPoP 13-138 EMBEDMENT AND ATTACHMENT I BY OTHERS, 1 SEENOTE I, SHEET 1. .. - . SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4- S.S. AGGREGATOR MASONRY ANCHORS. � g MULLJON B S eucKsraw TYP. ANCHOR OR ER SUBSTRATE ATTACHMENT SEE SEE TABLES 13-13B BYon Eas. SEE NOTE 1. N SHEET 1, a � U I C1 y €N 3 I Z MAt 2.7 KSI '.. - -.. EDGE mB1 O CONCRETE OR CMU DISTANCE IU J J I I SEE SEE TABLES I EDGE DISTANCE 18-138 rn S FOR W MASONRY ¢ o I SIDE VIEW ORS Rx F 0 m e EITHERTHE U DSTANDARD F . OFFSET MULL Z 7 B .de CUPMIAYBE W C- INSTALLED BY N • THIS METHOD. N Z ap = O Q N Z DO (LLU � oB i v D_ ~ co rs U Z ¢; n Q — Z. p ` TYP. ANCHOR EDGE DISTANCE °Q FOR 1 L p 5 MASONRY IS ANCHORS ° EXTERIOR MTHEOFFBETCUPISUP 1 TYP. ANCHOR TYP. ANCHOR PER SUBSTRATE PER SUBSTRATE. :SEE TABLES IB•'BB SEE TABLES 13-108 EtSTANCD DISTANCE SEE TABLE3 BUCKSTPoP 13-138 EMBEDMENT AND ATTACHMENT I BY OTHERS, 1 SEENOTE I, SHEET 1. .. - . SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4- S.S. AGGREGATOR MASONRY ANCHORS. � g MULLJON B S eucKsraw TYP. ANCHOR OR ER SUBSTRATE ATTACHMENT SEE SEE TABLES 13-13B BYon Eas. SEE NOTE 1. N SHEET 1, a � U I C1 y €N 3 I Z MAt 2.7 KSI '.. - -.. EDGE mB1 O CONCRETE OR CMU DISTANCE IU J J I I SEE SEE TABLES I EDGE DISTANCE 18-138 rn S FOR W MASONRY ¢ o I SIDE VIEW ORS Rx F 0 m e EITHERTHE U DSTANDARD F . OFFSET MULL Z 7 B .de CUPMIAYBE W C- INSTALLED BY N • THIS METHOD. N Z ap = O Q N Z DO (LLU � oB i v D_ ~ co rs U Z ¢; n Q — Z. p ` TYP. ANCHOR EDGE DISTANCE • FOR 1 L p 5 MASONRY IS ANCHORS D FORDT as complviny with the Florida MTHEOFFBETCUPISUP Building Cod• NOn-No 17-0630.01 MAY Expiration Date 05/26/2021 FORTYPES. ' \ 1 TYP. ANCHOR TYP. ANCHOR PER SUBSTRATE PER SUBSTRATE. :SEE TABLES IB•'BB SEE TABLES 13-108 EtSTANCD DISTANCE SEE TABLE3 BUCKSTPoP 13-138 EMBEDMENT AND ATTACHMENT I BY OTHERS, 1 SEENOTE I, SHEET 1. .. - . SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4- S.S. AGGREGATOR MASONRY ANCHORS. � g MULLJON B S eucKsraw TYP. ANCHOR OR ER SUBSTRATE ATTACHMENT SEE SEE TABLES 13-13B BYon Eas. SEE NOTE 1. N SHEET 1, a � U I C1 y €N 3 I Z MAt 2.7 KSI '.. - -.. EDGE mB1 O CONCRETE OR CMU DISTANCE IU J J I I SEE SEE TABLES I EDGE DISTANCE 18-138 rn S FOR W MASONRY ¢ o I SIDE VIEW ORS Rx F 0 m e EITHERTHE U DSTANDARD F . OFFSET MULL Z 7 B .de CUPMIAYBE W C- INSTALLED BY N • THIS METHOD. N Z ap = O Q N Z DO (LLU � oB i v D_ ~ co rs U Z ¢; n Q — Z. p ` TYP. ANCHOR U0— • 333 1 L p 5 PER SUBSTRATE PRODUCT REVISED SEETABLEs111-138 BUCKSTItIP as complviny with the Florida AT MEW Building Cod• NOn-No 17-0630.01 T By EMBEDMENT' `•' SEE NOTE 1, Expiration Date 05/26/2021 SHEET 1. ' BY Mlam roduef ontTo A - MN 2.7 KSI CONCRETE OR CMU • FRONT VIEW • • • •• • • • • ••• • •• ••• •• •. • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111111111/j ot�� LYNN NO. 58705 tS A41T: ''7,S70NAL 1'E\ A. LYNN WIL�ERCI'P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) \ I 1 TVP. ANCHOR HER THE E \ PER SUBSTRATE. • • i) FOR 2X W40 g /j� ED STEELSTUDS, . OOD • ANCHOR V E fvT BE US . • • • RT • 2) SBE C011 ESRpN16NGaAULIIQc! E • OF 5GRF IS. Ii SEE TABLES 1&13B 6HEETSO-20, FOa QIIWNTITY • SET MULLPMAY BE r I I EDGE OISTANCE ALLED BY I 1 FORMASONRY • • II'OD I I I 1 I ANCHORS I • • • • •• •• • • • •• •• EXTERIOR 0 0 0 ••• EWE DISTANCE • _ FORMASONRY 4 ANCHORS u r 1 TYP. ANCHOR ° d /—PER SUBSTRATE. Q TABLES 18-136 TYP. ANCHOR �Sff PENS BUCNSTRIP SEE TABLES 1 AIA ATTACHMENT ENT SEE NOTE I, SFEET I. - EWE - DISTANCE SEE TABLES MIN 27 KS CONCRETE OR CAU MIN 2.7 KSI CONCRETE OR CMU 11~13B FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U CLIP) t) MAY BE INSTALLED IN -TEE' OR 'CROSS' INTERSECTIONS. VPR E9 2) MAY BE INSTALLED HORIZONTAJ.Y (SHOWN) OR VERTICALLY. _ 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 TOP VIEW FOR CORRESPONDING MULLION. MULLION VARIES-I--� 1 012 STEL SCREWS. \;SW-DRIWNG OR PRE-DRLL MULLION AND USE SMS MULLION THE OFFSET CLP Ls RECOMAEIAEDFOR FIN -FRAMED BUT LU -CUP ECTION WINDOWS. BUT MAY I. ALSO BE USED FOR EXTERIOR OTHER FRAME TYPES, SEE SHEETS 2133 FOR �� HOLE LOCATIONS 5-135 FRONT VIEW EDGE DISTANCE SEE TABLES 18.138 SIDE VIEW FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-138 SEE -23 FOR IFTS 21-23 FOR HOLE a LOCATIONS MULLION • R STjrEj SI T 111 LRUILDNG oD AAAFFII w B usE� (.� • • • • CEAW ANCHIC SPES3 • • • ,RIO .A Tf� Q ERO • • EXTERIOR NOTES: • • • • • i) FOR 2X W40 g /j� ED STEELSTUDS, . OOD • ANCHOR V E fvT BE US . • • • • • • • • • 2) SBE C011 ESRpN16NGaAULIIQc! E • OF 5GRF IS. 6HEETSO-20, FOa QIIWNTITY • SIDE VIEW PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17.0630.01 expiration Date 05/26/1021 ``NO....... I/1 ss `\..�aONY LYNN • LiCENS4 ••-K' *� NO. 58705 O� •• M11 '. (�s''•-'k ORIDP..•'G17 kI i / FL P. SB705 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • SIDE VIEW PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17.0630.01 expiration Date 05/26/1021 ``NO....... I/1 ss `\..�aONY LYNN • LiCENS4 ••-K' *� NO. 58705 O� •• M11 '. (�s''•-'k ORIDP..•'G17 kI i / FL P. SB705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) 1 SEE DETAILSA-0,3 j. 7TO1P9C'11C D 7 FOR INSTALLATION tf{ U8BTRATES OO O O SIDE VIEW sHOWN WITH 1• %4' X.126 MULLION Q •I STANDARD MULLION CLIP\ -MODIREDTO FIT FIELD CONDITIONS. 1 / I MUCLON IA I 1 I 1 �1 EXTERIOR (D INTO WOOD, STEEL. ALUM, CMU OR MASONRY STANDARD CLP TO BE MODIFIED IN -FIELD. EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.126* MULLION. 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. EXTERIOR DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) �-tAUWCN O O TOP TYP. ANCHOR _PER SUBSTRATE, SEETAXSS 1&143 t I 1 I I I 1 I 2 ;~ ANGIF.0'X5'%. 2 PER ML /'MUST BE I i IN, O Q I O \ 1 INTO WCOD, STEEL, ALUM. CMU OR MASONRY .J1 EDGE DISTANCEPER !i AOI FF'.OR 40%S FOI:NSilWIITION OPTION Gi H:. �,ON,. •-. NN,F /,• 1�A� O 17 IJSE 22 A&;LECLIP6 PPR MULLDM 6tD. DIPS MUST BE INSERTED INSIDE OF MULLION. Z •.�� •2)NO. 58709 DETAIN SEE MLES fb-14B1 OR•ANOHOR QUANTITIES AND SHEETS 21.23 FOR HOLE -_ LOCATIONS. - 3) DETAIL H: SEE TABLES 1SB OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N �� f �• ;•��` • 00 LO•..rNS. • • • • • • • • • S'•F�ORIOP,. •'•��`4� ` • • • • • • • • ••• • • • • • • • • • • • o. A. L' MRNIMILL , P.E. • • • • • • • • • 0 FL P.E.# 56705 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30* OR Qr BAY MULL O O O O O C TOP VIEW I I I I I I I TYP. ANCHOR I I I PER SUBSTRATE, 1 1 SEE TABLES 168 OR 1FlB I I <iEXTERIOR I II I V� 1 2•X61ANGLECLIP1 2 PER MULLION END, MUST BE INSTALLED INSIDE OF SAY MULL O r/ c `%/ j /ir�arrrrrrrrri � . PRODUCT REVISED as comp] yIn with the Florida Building Codi N0A-No. 17-0630.01 Expiration Data 5126/2021 o - BY Miami- r u Product Contra K a 2 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 1A --j 1.000- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINO WIDTHS IS ALLOWABLE T t 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.OW 11r FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• .125• N91SIon C"cliy Table QbaM - CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTMF80. WOQ Sl [ P R-TF2lATm C YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE SQ63- A D A INI OF .1�•3" HJ LL BE HICIII Q 911E AT I 1' X 2' X MULUON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ."T. NS9GAUGiMSTRUCRI LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND AntborG n Opening Wid91(1urvedlcaryepSmiflpIrNblOry)orOpening Heigh(krh9ti2=nta '-6ParrirprmAc 5) - • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • wh Bob 70N win win 100N 12D 140N fwh Sdsmac FdagE+ T1ap ",, AxIv94ar Loadry taadlN TWTdav4 R..7 vMr 19apm m R-t-oAar 7htp7Tdat0 R4otagdn lhpifl•aS Loadrq LAadnO U -ft Loadh9 LAadrq L -&V LmMO Am7anOWar TnW01mg. FMeMn9nla LaaAn9 Laadnp Loadb9 17aP/Tdaq. Readngdar 11aplTrl�W. t.0adrg Lmdln9 loeft Rachnylar Trap7Mana Laaft U -ft 112x.120 .Lamy Al� Tub Mullion $ �l, � !_ $� $� $ $ Ti, 6 6 € Pg� • 2r g 9 il 1 6 a H 114' SS Ebo 'ane• Ebo iM• S9 Elco H0 Stein 012 Steil 012 Sled Arctw Typc 42 h 111.9 408 129.3L.4..�. 408 116.3 723 79.9 406 107.E SH 69.0 408 1044 319 R.1 406 104.0 319 569 4m 104.0 319 46.8 408 101.0 319 30.0 488 104.0 319 33.0 408 1019 319 46N 748 312 t3.D AW1M)da H2 T7A 252 33.5 312 87.0 248 46.11 312 812 246 41.6 312 01.1 2N 37.6 312 H.0 244 312 312 01.0 2M 20.6 312 61.0 2N 23.4 312 61.0 244 50.878 N 839 261 708 101 019 228 ISO mi 9.7 2D4 We 291 52.1 222 339 281 50.1 220 31.9 281 423 210 26.6 2H 40.3 219 72.8 281 49.3 321tm tE9 247 36.1 211 20.0 281 427 219 103 16.{ 2fT 36.1 1W2 S 84 in 329 241 679 0.4e- a.Sl• 329 247 413 1m 292 247 39.4 247 49.8 202 ]7.6 247 44.8r14 194 29.3 247 324 193 21.0 247 10/4• - l-- win 38A 2W 413 200 36.4 10 VA 2W 31.6 24.0 zW 289 tw 21.3 7W 27.1 139 192 2W 25.9 to 19.0 zW 210 1m3.1.1 1-1A' MW r 1H 33.7 lades tel 363 1'32 717 161 29.9 2D.7 1 187 24.5 146 124 181 226 144 1&$ 161 71.7 143 3mb {50b Z Mh 76.6 150 509 142 2l0 1m 26.1 139 za6 ide 23.1 16.0 t50 213 134 740850 374 bs 684 •a M. 722 179 23.1 120 10.6 739 19.9 718 118 130 17.5 WA WA WN 16.9 723 19.7 1W 15.7 1% te.E 107 WA WA 082 b 8852A 71 N 17.3 119 12 104 ee1550h ab TABLE 1 B --j 1.000- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINO WIDTHS IS ALLOWABLE T t 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.OW 11r FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• .125• SUBSTRATES: CONCRETE SHALL CONFORM TO ACI IQ? St - CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTMF80. WOQ Sl [ P R-TF2lATm C YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE SQ63- A D A INI OF .1�•3" HJ LL BE HICIII Q 911E AT I 1' X 2' X MULUON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ."T. NS9GAUGiMSTRUCRI LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND AntborG n Tabq •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • Sdsmac IN Comfd4 No/w OAU Filed G4U PT Woad Meta 114' SS Ebo 'ane• Ebo iM• S9 Elco H0 Stein 012 Steil 012 Sled Arctw Typc 3118"00CL11Nlcm 1A'Eft Ultrrcm 118•Ebo Uk- 114- Elco Ukmm A9paCabr Ilbeoan AW1M)da Bortw (G51 Scow (CS) Screw (G5) Anchor Clip PaCema 1• 2.1/2' 1• 2-1R• 1` 2-1? 1• 24,7 r 3.11E r 0.4e- a.Sl• o.32C UP("0-(Ink E6•e•nat .Y 10/4• - l-- 1.914 ial4•1-114• 1.i/4" 1-1M• t-iM 1-1A' MW r 1J/8• I -W lades 2 Archon 0433 Min. O S•ndad a OM Cap (Fe. It. 3W b9 3mb {50b 850 bs 110-44bft. a 8a 250 ft 354 er 740850 374 bs 684 •a 945 •s 341 1A N2 bs 5500% -G! 4 AMMn A I.IS YN- O.G / 8lwdad (or06eD GP Gw. ZI: 450 be 750 b WA WA NIA 35010a WA WA WA WA WA 082 b 8852A 1120b4Arohtn rA9M1 0.0 /R)h6Ae91a C6P r(Rp. ]k 750 An 7504 ee1550h ab 550 ba WA 7008a1692 tea 6820 585472 Anoh-A OASM O.GI 7H21P, rpa.t7S'AYan. I- 4k WA WA WA WA WA WA WA WAWA WA N!A 715Id35 bs 140 DM 177 ba 370 b. 1ST Id 3721W 477 roe 17010 221 850 250ba2 ArcAus @ %AV Mh O.CJ F4SP 0:19 eC 240 ba 350 b WA WA WA tm 0ta WA WA WA WA WA 341 Ns M2 0a 550 lea NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • . 10 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: ANCHOR CAPACI I7 AUJU5 I MCMI FURa10LA: (DP_) X ( ANCHOR CAP.,a,,.�,\ , ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN -THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --j 1.000- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINO WIDTHS IS ALLOWABLE T t 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.OW 11r FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• .125• SUBSTRATES: CONCRETE SHALL CONFORM TO ACI IQ? St - CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTMF80. WOQ Sl [ P R-TF2lATm C YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE SQ63- A D A INI OF .1�•3" HJ LL BE HICIII Q 911E AT I 1' X 2' X MULUON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ."T. NS9GAUGiMSTRUCRI LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .125 THE MATERIAL #10 d #12 ANCHORS INTO WOOD MAY BE STEEL- 1 B-6 S.S. OR 410 SS. •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F Q 2 Z N9 N W X D N N i c ¢ x ¢ O i (L z m10 PRODUCT REVISED lea complying with the Florida Building Code NOA-Mo. 17-0630.01 Expiration Date 05/2612021 sy Mlam ro uet Contror `�.10ONY LYNN '% .•'�LCEN3F�� '. * a NO. 58705 �P 6-2��,�� '.. STATE F ; (V ��'�SvONAL A. L`+'t•1P1WIU0510, P.E. FL P.E.# 58705 11 TABLE - 1A 8+•dtrab: 27k Cm Me Mullion Capacity Table �.a a 3.5k Cola. ra,uv ,w HAN CMU ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: Filed CMU PT Wood Maul Opening Width (lorwrl '+PHmir6trig•) or Opening Heght(4or hod 2a>faly- pw"n8 mu5o s) YIr E- 50h Recnn9Nar TrapTrlap. PeclarPdr 6D i1 TraWTtianS. TO 1. 00 in win Redtep9,ddr TrayTd•p, ReRa1pW7 Tr.WTdan9. Rectan Low Tmprrdm9. Racbrptla Laedit LoadbV Leedd• Learn• Luddmp loon TnpRdera9. Loadn9 I20n Rectwg&t TMP(Tdetu. Lcadro LpaNrg 140n loo in RaoLn9der 7Tap'rden9 R-loot0da Tnpn9l 4 Loatllrip Loed9q lnadbp Lmdlrl7 1 x 2 x.375 La di -4 Ludrp Lrml+p Alum. Tub9 '2g• gp Mu01on _y}• LoWm �y$• _yg• Loamq Loddry L' _ & y? _ &@@ _ yyy$$$ �' _ Z' _ E s a " P S $$ a 'fig§• 2• 174' Ek. U9apm LAhaom y10' Eko Ua•oon IWO,. UBwm AOOle4stor (Zy�dp A97rGe1or Bomr (C5) 5o•w (G5) Scaw (GSI Anctior Cep PaQama 421. 1740 am 110.0 435 761.8 66Z Woo 475 129.71 662 1TMD 506 1136 682 180.3 518 1009 692 ISa9 517 208 662 169.9 617 TOT 682 163.9 517 649 662 183.8 517 56.7 987 ta6.9 517 Nin tt1A SW 136.0 N9 101A 607 119.2 NO Bag 507 1047 4w 75.0 507 702E 399 67A 507 WA 397 808 3w 67.6 456 '61.3 367 51.L SOT 99.0 398 456 60.0 356 607 307 Sao 432 436 80.0 398 39fi 414 507 99.0 97.0 468 940 396 90.0 !66 321 507 4:A 98.0 396 50.0 356 60.82Sn 54 h 1037 156 %6 379 aa4 65.4 400 W.3 278 71.2 499 400 09.9 871 649 328 74.1 436 w.6 >& "A 468 eke 67,0 400 721 322 53.4 4w 5'7.3 318 47.5 4w 64.0 315 427 4w w.3 314 35.6 400 61.9 313 30.5 100 61.8 31.3 247 400 51.8 313 BD in C w h 613 3N 60.9 270 31.9 636 204 67A 257 146 324 204 57.5 270 49.2 2N 44b 324 6'.Z 264 3a9 321 469 260 34.6 324 439 237 71.1 38A 291 47A 211 316 294 314 237 29,8 291 37.1 234 269 37A 420 256 291 36.2 232 28.0 374 N.5 724 Z94 31.5 263 2:90 7112 374 445 793 294 911 153 t9A 230 16.E 3M 294 405 257 334 210 J 66h 4a8 266 N.0 230 3a0 706 121 223 314 286 37.6 221 29.2 286 341 218 26.0 25a 31.6 215 73.4 226 26.4 1Be 723 22b 26A 786 20.0 775 216 182 140 206 293 212 225 221 1w 10.5 288 20.0 76.0 713 20,3 210 177 187 266 21.7 129 725 19.8 200 148 179 tib 269 275 27.7 209 1a.e 176 72h 36.0 zzs 37.9 196 30.0 z& 92.2 191 2a7 167 17.0 202 79.7 10.5 1a3 202 744 7w +2e 202 18.7 160 105 202 tag 156 ae 702 136 1s0 ren 761n 3a6 202 320 t77 Y33 76.9 192 2a9 106 236 702 192 27.2 179 2a1 195 21.9 102 73.9 770 10.2 702 21.9 242 1W 220 162 17.7 192 117 169 1&1 192 tat 167 14.2 192 Tae 155 11.6 192 16.2 152 10.1 192 1M 15D as 102 142 160 w n 166 1H 79.0 129 13.1 IM 19.1 726 WA NIA WA NIA WA NN b WA 473 0a WA 170 b w In 152 127 15.e 113 1 Amhor/ F421p (Fig. 57 t95 Ib4 195 b 273 b 445 b am b t35 b I IN b 1771ta 370 b TABLE 2B NOTE: FOR 1HL UFrbtl IL.1,•-.-.--. •••••-.. ,. FIGURE 1: FIGURE 2: FIGURE 3: 8+•dtrab: 27k Cm Me M�nvr �.a a 3.5k Cola. ra,uv ,w HAN CMU ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: Filed CMU PT Wood Maul YIr E- Y4' SB Floe 91r Elw E-/4' SS Eko x70 Bled W7 S1etl 872 BOW AmMrType: 3110" FJao U51eom 174' Ek. U9apm LAhaom y10' Eko Ua•oon IWO,. UBwm AOOle4stor (Zy�dp A97rGe1or Bomr (C5) 5o•w (G5) Scaw (GSI Anctior Cep PaQama 2.1/7 t• 2-1� 1110, t' 2-1lC 7' Z-1rC 7 3 -Yr r 0.4ir 0.54• O.32T Ed58 pabnce Qn) Enbadmrd Pr 1• ta/r lal4• /�4' 1.517 7 '-IA' 1.1/4' 1-1/4• t-iN' 1-1/4 1-t14' 7 1-wr /31a' .,I. 2 Arr7lon ®41Y Mlo. O.C. / 9farafad a OAsd aid lF(F tk 9W b 3w IM 3.30 b e9a sae 16M b 270 b 200 b 351 a;a 710 b AI Ib 831 b 9N b 311 IDo N2 b 560 b 4 ArWwa D Llr J,00,. /3t�xbdta O6l.Q alp(M n 480- ]00 IW WA WA WA WA 3mb NIA NIA WA WA WA 082E 383E BBS Ib 112ob 112oft 4 AI1cMla ®Y L9B O.C. / (2) 246 Aralt MPG I (FO. Sy T O b 780 Ib BBO b 1580 b 1686 b SN b 5W b N/A 780 b 7N lha 880 b 1892 6x 332 Wa T131W 2 Anchaap O./r ►•L O.C.ILLQp, Ido .17Y AWm.ffV 47 WA WA WA WA WA WA NIA WA NIA WA NN b WA 473 0a WA 170 b WA 221 15a 2801In 1 Amhor/ F421p (Fig. 57 t95 Ib4 195 b 273 b 445 b am b t35 b I IN b 1771ta 370 b 187 b 372 911 b 442 be "Ow 2 A -lo- 0 1.16' Mn. O.CJ F -a4 (F19. 5T 2N b 330 b WA WA...'^ WA^ „ A,^. ^^90 be WA NIA WA WA WA NOTE: FOR 1HL UFrbtl IL.1,•-.-.--. •••••-.. ,. FIGURE 1: FIGURE 2: FIGURE 3: F�*�* F0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: (DP ) X -ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACrrY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAC+TY TABLE TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION"EVWrTIOVIS Sj4OW%0N STETO 21-23 • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICA"S. MOLEOWfANDGR@WfILLE% CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM ¢ WOQQ �4AR B@PRLaSSLORE-ORE OTED • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM E` BE6'669•T5 AAC BE A%INIMCM 111F.490 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 b #12 ANCHORS INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •0 000 0 00 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp In with th• "orlda Bulldiny oda NOA-No. 17-0630.01 Expiration Dat•OS/26/2021 �.` NY t.rryNM•�., * No. 587052 ,'ASY"A M�LLER, P E. FL P.E.# 58705 5o in min 79" m" m" -' --'-- loon 140 in I 1m" 5 Re gLm n.wmac Reapun �nQ��w t�-ft LoaLawn" tmdnp dry .376 AlumTiWl,1 'mmonwill .. ..._� - - - laadnp Leal. L-1mv L L..•• Lsdn9 LOaJnq � � Wry T1,11 ...�. --122.7 p� � y , itTihill I II 1 I I 911!11if 1 3 n 411 IlalaCall a -1/B' 1r, n .� me 1307 1%0 621 ut.6 1mt noo Bxt t Anchor C9p Patterns NOTE FORTHE OFFSET CLIP, USE THE SAME N ilr Ek6 Ultacm 611r Elco "er El. M_ 1/1' EM Uft, area AN.G" UBaeon 035) Screw O35) Screw lGsl 1/r aH EkI SIB• El.WNIAWA 1' 2.1? IlalaCall a -1/B' 1• 2172' 7• x172• T s1Ar.4r1• r 1JN• 1Jl4• 7 i-Vr 1--1-17r. • • • • • • • • ANGLE CL W MUST BE USE IN PAIRS. FIGURE k li450b OBDb 1614b 1(0b ••• • • • 11 • • 7bh WA WA WA WA SBDb WAAA2 i�B15S4DbIsWA 7mb 746b BBD ls2b1 WA WA WA WA WA WA WA WA WAWA WA 7t6 b M 226IW 118 b 11a b ta5 b 140 b 177 b aro b 187 b 33216a 473 b 1701M 22118s 2m b b WA WA WA WA 190b WA WA WA WA WA a/1 e. 492b Smb IN AND ANCHOR VALUES ASTHE STANDARD CLIP. c::::) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 UICHOR CAPACITY ADJUSTMENT FORMULA: [DP—) X ( ANCHC OR CAPAP.,,,,,,,.,,s:) ANCHOR CAP.., `MULLION USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRE• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUAD ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS A%DltR OPMNIS WIDTHIG IS AW-OW,1.0LE: • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SGFA`E• FOR p�CTpIti1SIgNS!S �SF1lET�21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REyyTT77�gIGC''1�jppN S ON S 21*23. FIGURES SHOW SUGGESTED, APPROXIMATE F -OLE LOCWIYNS. • • • • • • • • • • 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. ALUMI" SBE 0063-TSWD BEFFL��A MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AYD .045' Tyl (18 GAU TfSOq URAL STL IiT0 B@AT LEAST .125• THICK AND A36. ALL ANCHORS INTO MEf t SHALL 7(TEND AT S TH B THE MATERIAL #10 & #12 ANCHORS INTO WOOD MA♦ BEMTEL:, 18-8•.S.=16410 S•S. 0 • 90 0000 ••• • FIGURE 1: • • FIGURE2. • • FIGURE 3: • • • • • • • • • • • ANGLE CL W MUST BE USE IN PAIRS. FIGURE k FIGURE 5: 5: FIGURE e. • •• ••• • • • 11 • • • UICHOR CAPACITY ADJUSTMENT FORMULA: [DP—) X ( ANCHC OR CAPAP.,,,,,,,.,,s:) ANCHOR CAP.., `MULLION USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRE• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUAD ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS A%DltR OPMNIS WIDTHIG IS AW-OW,1.0LE: • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SGFA`E• FOR p�CTpIti1SIgNS!S �SF1lET�21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REyyTT77�gIGC''1�jppN S ON S 21*23. FIGURES SHOW SUGGESTED, APPROXIMATE F -OLE LOCWIYNS. • • • • • • • • • • 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. ALUMI" SBE 0063-TSWD BEFFL��A MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AYD .045' Tyl (18 GAU TfSOq URAL STL IiT0 B@AT LEAST .125• THICK AND A36. ALL ANCHORS INTO MEf t SHALL 7(TEND AT S TH B THE MATERIAL #10 & #12 ANCHORS INTO WOOD MA♦ BEMTEL:, 18-8•.S.=16410 S•S. 0 • 90 0000 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Buileing • NCA -No. 17.0630.01 Expiration Date 05/26/2021 By Miami -Da '0roduct control t 111 11 l/l/�1 No.58705 0 '• S ATE70 �i CCs •'•F�ORIDP•.•'G\�� J" NAL A. NN�i11.1.ER, P.E. FL P.E.# 58705 TAbLt 4A - ' Mullion Caoaeiy TaDla OW1R=) Opening Width por wracaW4parcfrH rraallorm) or opening nwgn. twi 70N -9ON 100h I'm N 1401n 19010 5010 �a e0h tx2.T6x �� rnp 11� ,_•u ,.� t,oadnp -. Laadro in.dro Laad'i0 Lwdro L.A LoWro U dit Inaaro —9 a•vro �.ry "' lo0dro Leed1W Iae•10 .660 AIaoL TubaT,�,,I Tidl y a suf.. `oaus lTw F&itiat a III!, f. TABLE 4B --- Subb.le: 2.7% G91nrMa AnenOr 9.5k Coo. 1ew1e w 1w' CM ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FYka (]tIJ PT NbW Motel AncMTY-9e' Yte' Eko UI1s.en fµ-Eko 113.000 yir Ea Ytr Eka llh0cm 114' Eko llhaom 1/4.39 ElcO AgW0n0r 1116 Eke Ulraen 1/4'83 Eka AC .O.ar r 0 8 ed rig Sao 012 S M � , 075) gam K151 Beau (OS) Anchor C6p Pattams 2-1/! 1-U9' 1' 2.17Y 1' 2-I? 2' 3-110' 2' 0.41' O.Se' 0.324' Edea pklswa (Nk 1' 2-12' t' 1-7/4• 13M' Y 1 -III• 1-W' t -i/4• 1-U4' 1-1A• 1.114" Y 1-w 13/8• anrka E.badnald(In 4110 W/4" 500 t. 13/4' 350- /SDI. 890- 1614- 270 a. 2801-. ]5/Wa 7401-93 374b 614IDs f/6 as 7418. 442 ft. 560b 2 Anehon ®4.76'MK O.C./3 ao/aa V4117 700 b WA WA WA WA 7801x WA WA WA WA WA L•21W 885 1120 b 4 Arclwa ®1.1.4 Min O.G / 9b1d.d W Oa1.0 cr-9 ffb 2): .. 480 b 0b 1510- 1e98M 6r0b 660- WA 760- 710 k. BeOb 11-9Z IE. 1621-a 112Db IAroha.A7' O.nlp)b9An-9k f2lp l Q-lp. 9k 710- 7e0b e1 WA WA WA WA WA WA 7161. 2 An. -a. • 0.4 MN. o.G.1 U-tle. 6da .12s AYm. (Fy. p WA WA WA WA WA NIA WA 171 b W. b lei b 9i21M /79 b 110 n. 221 b 260 b 1 Ander I Flap fla. 5k 1951. 1961-. 2251. 446 b 1221. 195 b 1401. WA WA WA 111 1-a 4421he 680 ib. 2 Anchor ®1.15' 6Ma O.CJ F ffq. OF ND b LO b WA WA WA WA 1001-0 WA I WA NOTE: I -UK 1tit Urrb.1-11,a....n..,..,..-..+,.r.,�,.••-,••-•-••.._._._.-_.------ - FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: (DP,,,,) X (ANCHOR CAP.V,,,,,�,\ s ANCHOR CAP. MULLION CAP.,�,,.,aa USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: -1 1.000" �•'- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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.6FOR EXACT 81M%4SIQNS&SET•SH�jE7 2I 2.750" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS M41WNIION QHE rS O1.2� FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SAAFICAMNS. HOL&& AN&GRORr-FILES • 650 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF. t2S* THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST .125" THICK AND A36. ALLANCHORS INTO METAL EPI" AT LEST 31SCREM THREADS BEYOND• 1' X 2.75' X .650" IAULLION THE MATERLAL. p10 6 #12 ANCHORS INTO WOOD MAY BE E., 184 S.S. OR 410 SIN • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida 8ullding Godo NDA -No. 17-0630.01 Expiration Date 05/26/2021 111111117/1 �. _.• vCENSF'•.1�� No. 58705 '0 p0,kN .• ATE' s`s NAL A. LYrIEJ iAW� " R` P.E. FL P.E.# 58705 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SAS 4Adfan Capacity Tab. a $ _ Opening Width (For vwdcakgmn MrMAOrIS)•f Op•ning Haltlht(forhuibn %1SPsMrgmuli0rt4) 1WN v 501. WN 70N Win WN 100. 120'. 1401. 14a.•Mt•/r Ttga'Tdwv. Redangulr TsePTrlwmQ R.W*Aar Trpmian9. Rxhtp4r TY¢7TAang RwoeNltr TnW01rt9 Red DO. TnWM.V 7leotanp4r T.Prrdaro. RnhnpYr Trq/9Lan0• R�War TuWr�a Loaft Lewin➢ Lnedn9 LwdtitD Laa1M9 Loem0 Lmdte Loadry Luft IaedttD eY 1" x 3.125" x 500" Alum .--i Ladro Loedttg Loedq Ladtg I "" las*v LDadn9 L..ft pg _ r gPpg_Tu4•Mutl �> �QT u U PU 9 �€� To! @� FmBio � �6 g $ a o o n v u u u u u u u u u u u u u u u11^ � U �� E� I _8� � s $ E� 5 s� 3 a >Ea 3 > g� � 230. Z s°J w o LU 42 N s . 170.0 020 1TOA 435 1ro.0 744 170.0 478 170.0 aW sd 170.0 508 170.0 992 17x0 919 170.0 1116 170.0 5wr 170.0 1240 170.0 S21 170.0 14W 170.0 621 170.0 1733 170.0 521 154,4 1002 170.0 521 J � 40. In 170.0 70. 170.0 5N iroA 050 17x0 681 1TOA 992 170.0 e3o 170.0. 1133 1ro.0 aM 170.0 1275 170.0 877 170.0 1417 170.8 080 157.7 15n 170.0 aeo 135.1 1577 170.0 8W 1142 IM 170.0 NO v�j N g M$ S 50.825. 170.0 747 17x,0 683 170.0 1➢8 WILD 831 1760 1048 170.0 654 110.0 11% 170.0 723 I70D 1345 17020 747 170.0 1494 170.0 758 141.7 it% 1740 758 121.5 149! 170.0 758 1047 f4% 170.0 750 0 W a ♦- m to MN 170.0 787 n0.0 012 170.0 4Y 170.0 891 170.0 1710 170.0 731 170.0 1275 17110 883 188.1 14M 1ro.a 037 149.5 14M 170.0 058 124.8 1401 t7oD 887 188.1 1401 170.0 801 W.{ 1401 170.0 881 co I" m z W In 170.0 165 170.0 rot 1ro.0 1003 170,0 7>n 158.5 1150 170.0 878 138.7 1150 107.0 920 1213 JIM 150.5 917 171.0 11W 140.7 910 925 1156 144.5 W3 79.3 1158 144.5 W] 09.4 1150 144.5 903 Q pN 170.0 988 170.0 715 199.8 1019 170.0 050 13720 10{9 1349 OW 119.8 1019 iN.7 840 1045 1019 1320 830 959 1049 1D.5 b20 79.9 1049 118.3 B1A 88.5 1019 110.20 51D 393 1049 114➢ 819 Z z 0 _ ? W i c TS W M 188.6 953 170,0 789 13920 '988 1513 801 110.1 %5 7317 788 1012 BW 121.4 775 97.8 988 11220 TW 83.4 165 7044 757 89.5 955 88.0 740 WA 955 D0.7 7b 521 988 88.7 718 B U R� 72N 1246 803 1743 887 10720 hW 17420 BR 91.0 803 101.1 OM aU 803 91.2 630 71.4 889 113.9 819 647 Sm 748 842 579 eW T22 882 453 883 88.8 SM 40.1 BW 88.7 827 tt1 i3 Z J F 629 ➢1.0 721 97.0 610. 70.0 721 85.1 003 883 721 78.6 886 88.7 721 70.1 590 54.8 721 BSA 57D 4SS 721 59.4 SW 30.0 721 58.8 364 74.1 721 56.1 887 O Q ? n STSM 1092 721 114.1 Bit 884 70.4 55J 88.1 881 8420 SW 50.5 664 548 551 421 JIM 54.1 611 Y.1 BM 31.3 536 3120 861 50,6 934 i Q 70N 101.0 681 1044 889 842 084 88.1 887 722 064 71A 575 Z W N 883 5U 07.8 438 64.0 614 67.9 440 47.0 614 00.0 440 41.1 514 14.8 433 345 574 40.5 427 328 514 37.3 421 2720 5N 33.0 412 23.5 514 30.4 400 ]0.8 514 29.0 403 N m H yy W N SL2 432 53.7 404 45.2 44 47.0 3% 70.7 452 4020 390 33.9 492 36.4 3M 30.t 452 32.8 378 27.1 462 30,3 373 223 452 70..0 303 1920 452 24.2 359 1020 452 728 356 n w0 0 M h 36.1 357 30.9 322 ]1.7 367 32.7 317 712 337 2620 312 23.6 757 252 3W 21.1 357 22.7 303 19.0 357 10.0 288 1320 357 18.0 288 17.0 357 107 287 113 357 1520 281 c W (V iW 111 h 341 178 31.6 388 29.2 SY 30.1 301 25.0 736 18.1 196 2120 336 23.1 702 19.5 338 20.0 1x8 17.6 3302M 11.8 376 145 218 123 378 14.6 Z73 11.0 338 13.E 269 ® m (q N X 188 M 27.7 26B 787 288 211 789 7207 759 1920 288 203 m 17.7 288 141 132 144 20.9 18.7 240 13.9 20➢ 1/.➢ 216 11.6 288 126 240 9.9 188 1120 230 0.T 288 1020 732 Ci Q O O a Z a 4n w TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: MchorCa Table (ANCHOR CAP.,,,,,,,,, _ ANCHOR CAP.,.,, CMU F CMU PTWOW Mdd (� )X cOi z- g M $Ubit1J04 211 Comide S5k Cart. HCW \MULLION GAP.„a„1,a,� 8Ne9ro 1/4'SSExO51/•Ex91rr75Ek08105ted *125.04 912StW 'ANCHOR PRODUCT REVISED Andra-Wt ane Elco UIMM Mchor Ctlp Patteme yr EkoUMaW UWCm Yte FJco Wtrm Ur f3couau9n AQ�a UO•Con AWMGWW SC" (05) S -a (GS) SCM (00) USE THIS FORMULA TO OBTAIN THE o.5r o.a2r CAPACITY TO AN •e 8070 In8 with the Florida Edge cluce Ont r 2-1/7' r 2-1/2' s1R' r x-vr 1• 2-vr r su r 9148' ACTUAL REQUIREMENT THE 1.7/4' 1-Vr 1-1/r 1-vr r 1-318" 1316' ve8e0 ACTUAL PRESSURE REQUIREMENT FOR gugdi•g ods NOA-No. 17-0630.01 ETOeO'naa n 11114' 1$Ir lar iJ4' 2' 1-W' 1-v4' MULLION No lbs 1644 he 770" 270 ea 354 b 7401q 774 We 664 Re wB Ea 3411. 4421As 56D pC OPE'�ING, WHEN R IS LOWER THAN THE MULLION 2 AnMaa @ 475" Dan 0.C./ 37a110ad O.00 Q90 17 388 Ns 188 b rA ma NAA 388 b NIA WA NIA WA WA 8821H 885 RH 1131 b CAPACITY (FROM THE TABLE) OF THE SELECTED Expiration Date 05/26/2021 2) 488 M 788 b WA WA 14 4ArcMa $ r alai O.C.I W 775 Algb Gp3 / Flg. 3J 788 w 788 b 688 w 1388 b 1896883 6401. 590 b NIA 7881. 7tl b eeD las 7692 b 882w eW b 1120 b MULLION. IT WILL YIELD A MINIMUM ANCHOR 4 ArcMe @ 1.10." MW O.0 / 9t•10r1d a 'f43 tOfl b CAPACITY WHICH MAY BE USED TO QUALIFY By 3 ARMe @0.45'Mh O,C.I UCip, Mb 1128 AMnt 4) NIA WA N/A WA 11120 NM WA WA IVA N/A WA WA WA WA X72" 0473" now 721" 2881. ADDITIONAL ANCHOR OPTIONS FROM THE By a Product Como tArclnr/ FCIt151D 5Y 7%M 788" las U0. 4451. 80.2" 135707 1408+ 17700. 3701tr 187" NN WA WA 741 w 4421. SW I. ANCHOR CAPACITY TABLE: 2 Ancaa7 @ 1.1 a MM1 O.W fc9p 4B 240 m 988 b N/A WA WA NN 1 W 80. Nu WA NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP - F1.000" -1 FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTiISANyQP*OP6NINjp WIDR4S IS JLL4rNMB -. 3125" `��NY LY/y/y///-,, FIGURE 3: • • • • • • • • • MULLION AND MULLION CLIPS SHOWN ARE NOF TO SCALEAFOR WACT •IMRNSWNS,EE6eSHEEFS 21-23. 0.,O ,. ... �". •'' tCENSF ••, l� 3) THE FIELD FOLLOWING LWMFNS1O4PtL SISHV/OM N SIE: S 21.23. \ Q;' •.F� HOLES TO DRILLED IN •R@STI♦ICT FIGURES SHOW SUGGESTED, APPROXIMATE ip�.C�CABE =IQI • • • • • • • * No. 567D5 ;' �-- ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL BE PRESSURE -TREATED �(V CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD I SHALL BE 6003-T5 AND BE A MINIMUM OF.125' �7 �✓l 6 ' �- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM THICK STEEL STUDS TO BE A MINIMUM GRADS 9) AI1D!0�5' THICK (iMGAUGIE). STRUCTURAL STEliil- TO BEAT 1' X 3.125" X ,5• MU.UIXI T '•., 1E�0 •': i A10RtO01 r1� I� (I VF MULLION) LEAST .125" THICK AND 2036. ALL ANCHORS O METMSHALL E)REND ATtEA6T 3 SCIEW iHRFAD• BEYOND YV dDJ6AY i STE L, 78•� gS. IIR 4�0 S.i' • ., P,. •'• '� �''/:S�OAJAt I I I I THE MATERIAL. #10 8 #12 ANCHORS INTO • • • • • • • • • • • • • • A,'LYNIYIM(SLt , P.E. • • • • • • • • • FL P.E.# 58705 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Opening Width(tor1•ttim*sp9lrbngmLAlone) or OpenhV Height (brhodMYft3p8mGgm1Alon8) E Son 7010 I win Solo 100n 123M 140N 160E 7x42.126 Laedro tAaaro Lmdn9-Lmd00' ._Lodn9_ warg Load. Lmdno tm6N tn.6n9 Ladn9 LaN+S1.0 LeadlW Lmdt. imdrq LoWty Loedla Alum. Tuba mumm $3 $ $� $ & g n ay $ � a9y 1Rt a $ $ li [8; Tt dP_F a$� $g6 `3i KL 5¢' k.G )j� S b b 6 4 itl SL E — Anchor capacity Table Meteor CIp PatlMls SUb.tr4te 2.7k C—ft 3.5k Co11c, Hobo CMU FNM CMU FT Wwd Mwd 918' Eka 1:4" 83 Elea 510"S.. 1M' 88 Ebo WO Slat H2 Sled #12 Stow AOdlo/ 7%� 7nS E74 Ubxm 1k' Elea Uw. 918' Eko lalr•eo0 tk"Elco Ultr cm Ulltaem Apa9Gator umm AmRGwa7 S61eo IG5) emlw (0.5) screw (GS) Edp Ob1•we Olk /- 2 -lir 1' tam 3.1/9^ 1' 2.1? 1' 2-1Q r 11/8' r DAV 054• 0.321' EmOoanW Mk 1.3/4- 1-9/e 1.3W 1-314' r 1-1M' I I -1M• 1-1M' 1-1H' 1-1/C 1-114' r 1.3/8' 1416• '72 —lb. .wrW 2 Ancllan ®I.lS Mh O.C. / 9Nd91d a OCeet CYp (F4L talk 390 E9 390 b 450 •e 990 Mc 16"" 270 b 28014 354 Err 74C b 374 b 664 b9 90 b 34117 580 bx 4 Alwlpa @ 215' MN. O.C. / *1 II OR90 CIP OaS 3'700 b 700 b 580 b 141014 952 b WA 59014 WA an Ee 1 WA 86014 WA 682 b 5851N 1120169 e Amtron ®1.15 94h O.C. / BWdad (orw9e0 onv 0a• 4k 950 b UM b WA WA WA WA 7W 0a WA WA I WA WA WA 136314 1770 IN 2240 b 4 Ah- ® 3" Mill 0.0.7 R) 245 Aro1e ae / QV 5j 7W b 790 b 69014 1580 b 1889 b 510 b 683 b WA 760 ft 749 b 98014 IN2 lb. 652 b m5ft 112014 8Am1m03'Mh O.C./R12s5AroE C1b9l �.6k 1170b it70 •e 1020b 2310b 2S41b 870b B10b WA t110b 1122b 7310 roe 2036b 1022 lb, 1391N 7650b 1 Arcllan 00.45 Mn. QG / U %% M..125 Akm. (FIS. 7k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 b 2 AneAan ®2,25 Mn. O.C7 F<14 ffE. Sk 36014 350 b 290 b 705 b 479 W WA 290 b WA 315 Pe NU 440 Na WA 341 b M2Ibo 660 b 4Amh- o 1.15 ME. O.CJ F (-q. 9k 460 b 700 b WA N/A WA WA 360 b WA WA WA WA I WA 692 It, ees b 11201N ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.„ANCHOR CAP.— \MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Nu Ie: run Inc ......... . _.... _.___... TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE* FIGURE 8: FIGURES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE • • • • • • • • • • • • SHEETS 24 FOR GENERAL INSTALLATIOt�THp" • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENG71 6 AND" Ot�NI16G VWDT16S I%ALLOWABLE • • • • • • • • • • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN AFS= NOT TO SQALLP FOR MCPDIMENSIONSI SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWIRGPDIMEIRMNAL R�&RICTANS AOYNN Cltl SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • CONCRETE BLOCK UNIT (CMU) SHAD AIONI10Rh1 TO ASTM C40. WOOD SHALL BE PRESSyRE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0G5. ALUMINUM SHALL BE AD63R5 AND BE A4MINIMUN9 Of•.125' THICK STEEL STUDS TO BE A MINIMUM GRADE )NN O4541"HICK (18 GAl1GErSTRUCTURAL STEELOFO SE AT LEAST.125" THICK ANGLE CUP (FIGURES 538) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO MET S N6AT ST 3:CFtW fHREAbjBE:0N4 THE MATERIAL #10 6 #12 ANCHORS INTO WOOD MAY B Sj , I S. OR f 5. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ae comptyylnyy with the FioNda BWldiny Cedi NOA-No. 17-0630.01 Expiration Date 05/26/2021 -1�- 1 LYNN 4.000' No.58705 .125' �.�0 6 ATE F • !V . i lis •'.;.[OR.DA.••'G��: T �' �S'ONAL �tJ�`� 1 xa x.125 A.L'ANMILLE(2.P.E. MULLION FL P.E.# 58705 TARI F 7A --� -- MuW.nCapacity Table IbMe) -_ Anchor Opening Width Ror M316CDBy41pe1Tllrg mullons) or Opening Height(7or hai207daly-SplInni g M1.11110f•) ANGLE CLIP (FIGURES 5&6) MUST 60 In 60 in 701n son so in 1001. ImIn 1401. 1601. yZ B 11mbra" B. fiealenpJv Tmadv10. R.-talpiv T wTdagi Rect.W. TnixTrim9. Radapder TIVJTduq. RaeWrgula TnBYTda19. ReaWn9Wv Tnp17danp. Rxtanpuly Tmpntlap. iardanpdv Trw/Tdanp. 1 x d x.376 Loedm i.oseep Loadlaa taeen9 Landing Loedre l0edrp taedllp landing Lo9dna Lweap Laeere Lae. Lesenp wenn tarp i.aedlq I.oeellp Laaer4 Alum. Tube &.r 848461017 r r r pD r g r 8r r 11 4 $a $ 276 Q0mka x 3.51, Oona. O Holo CMU v X ¢ R CMU 421n 170.0 610 170.0435 170.0 7" 170.0 47a 170.0 Dee 170.e 506 1740 1342 1170.0 519 1700 1116 170.01 621 170.01 1240 1740 621 1170.41 144111 1 1740 SM 170.0 1 1736 1170.01 521 170.01 1903 1170.01 621 481n 170.0 708 170 .0524 170.0 500 1170.0 661 170.0 992 1740 SW 110.0 1133 1 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 060 1740 1700 1700 660 170.0 190 170.0 650 151A 2024 170.0 560 50.E In 1170.9 1 747 110.0 563 170.0 Bad 1 170.0 631 173.0 1 1040 1 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1464 170.0 756 1740 1793 170.0 756 158A 1910 170.0 T56 1366 1919 170.0 756 541. 170.01 797 170.0 612 170.01 956 1 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 103 170.0 1434 170.0 837 170.0 1594 1740 ON 159.9 1799 17MO 861 137.1 17N 170.0 1 Mt 120.0 1799 170.0 661 601n J70.01 865 170.0 701 170.01 10831 170.0 70 1740 1240 170.0 876 170.0 1417 170.0 944 1740 1594 170.0 It" 155.5 tau 1740 1033 129.6 1619 1740 1083 111.0 1416 170.0 1063 972 1619 170.0 1063 631n 170.01 WO 170.0 745 170.0 11161 170.0 Oso 1740 1302 170.0 O40 170.0 14M 170.0 1015 156.7 1.542 170-0 1W6 141.0 fS42 170.0 11X1 117.5 15C 16L6 1158 100.7 1542 167.9 1167 66.1 1542 167.9 1157 661n 170.0 074 170.0 789 170.0 11891 170.0 903 170.0 1364 170.0 1002 160-6 1472 170.0 1066 1428 1472 166.4 1146 128.5 1472 15LI 1130 107.1 1472 147.5 1106 916 1472 116.0 1104 $0.3 1472 146.0 1104 72 M 170.0 1063 170. 678 170.0 1273 170.0 1009 150.8 1320 1682 1101 13XC 1320 149.9 1082 117.3 137.0 137.8 1068 106.0 1370 126.6 1049 86.0 1320 117.0 1024 75.4 1320 112.6 1013 88.0 1320 1125 1012 Jm7884 1740 1171 /706 937 148.0 1164 159.4 1013 12L2 1161 139.0 901 112] 1104 125.7 978 99.7 1184 115-3 984 89.8 1134 107.5 952 746 1164 076 936 64.1 1184 at 927 58.1 1104 923 sa 3 76 In /6L1 1124 170.0 987 138.1 1124 147.01 983 I 110.6 I 1124 720.0 947 103.81 112.0 1 115.0 931 92.3 1124 103.8 916 73.0 1124 96.7 906 842 1174 119.0 890 1 59.7 1124 612 881 51.9 1124 0.12 /70 9084 100.1 944 111.0 750 90.1 341 94.3 736 77.2 641 621 724 676 544 73.3 712 W.1 QM 66.6 702 64'0 644 61.4 693 46.0 /44 543 $78 36.6 844 540 We 316 614 47.7 Gal 9684 09.1 742 91.5 603 74.2 742 77.2 SM 636 742 672 841 66.7 742 59.8 631 49.5 742 84.1 an 34.5 742 49.0 dt4 37.1 742 43.5 600 31.4 742 39.9 MO 27.8 142 37,5 644 toes 626 SM 819 530 621 666 618 521 44.7 W11 40.6 513 39.1 568 41.4 505 34.6 568 37.3 498 31.3 566 742 492 26.1 505 29.6 4111 22.7 SW 20.6 472 19.6 608 24.7 466 111 I1 57A 553 SLa 510 40.0 335 415 495 412 665 429 M 30.0 555 38.0 460 32.0 656 2La 656 31.3 467 24.0 355 21.1 457 345 18.0 sss 224 442 120 I1 gU2473 45A 475 4L4 437 3L0 475 30.0 470 328 476 317 420 28.5 475 296 a/4 25.3 476 409 728 475 246 404 W624L3 19.0 475 21.1 305 347 14.3 {75 17.2 391 1841. 26.4 330 70.-T-- 220 330 224 701 1L9 370 19.3 297 M. 330 72.0 293 1-31r TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (_ANCHOR _ANCHOR CAP.- MULLIOPe USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • •• • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. rr-•• ••• • • • • • •• 2) LINEAR INTERPOLATION BETWEEN Ml1.1. LENGTHSNCVOR t)PE711N(Pmff Ti SIS ALLOWABLE. • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN AAFf10T C4E. &RFXAIT �ION� SEE SHEETS 21-23, HOLES TO BE DRILLED IN iI- FIEt�f V4 DIMW1 10 T�TIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: .2 Anchor Table ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. r yZ B I0 � � p3 N ❑ SWatWW: 276 Q0mka x 3.51, Oona. O Holo CMU v X ¢ R CMU PT Wood Mehl Anchor CBp Patternsat- Anchor Type' Y4 Eta Ultwm iK" E1m 08100017 ylr Eko 711x' 13a0 UlroCon IW Eta titmeon 1!1' 53 Ek4 ADONOalr ytr Eko 1/{' S6 Ebo DIO SIee 1.111- A0ye0aor '_ (O5) 112 anal 012 at" 12(OS) 8artw (057 3- Edge Ok%-.00 1• 2-171° 1 1" 11-1X 3.117" 1• 2-vr 1" 2-1? 2" 3 -Ur Y 0.46 0.54" 0.324' Endefterd Ont I -w 1-y4' I 134' I 1-3W 2 1-W" 1-Ve 1-1/4" 1-W" 1 -lir 1411' 2' 1-3/r 1-31r `nd. 2 AWmSO4.75" Vn. C.C. I Strtlad a 011561 Cip(729. 1821 300 be 390 I 460 69 9W 1814W 2701x9 23001 354Ia 740 In 3741. Get be MR. 341 ba 4421. 56011 4 Mahn Q 21' S M1. O.G I SWMad (w Ore) Clip (FIO. 37 MD Be 700 Be SW b 1410 t $52 lb. WA 5601. WA 930Ita NA Mao In. WA 992 It. us It. 1120 W BAnatm a 1.15' MIL O.G. / aWndffd WO") Cho (FI2. 4t 9901. 14M Ibe WA WA WA WA 780 ba WA WA NA WA WA 139:1 m 1770 baA112Oft 4 Amhara Q T ML O.C. / R) 275Ar4e Clea I pip. 6t 780 U. 7802a De0 ba 15001. lea 8x 540 to sm be WA 760 b9 734 I. $00" im m 6921. 0951. 6 Archon ®]" Mn O.O / (2) 2"'Anda C4ea / ff10. et 1170 on 11701.0 1@01. 23401. 26441. 8102. 640 be WA 1140 Be 1122 ba 13201. 2839 b9 ION ba 139 I0 4 A. W ® 0.45 WIT -0-.Q 1110%; bb.126• Alen. n. 7t WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2 A I- a 225 Me, O.CI F47Ip Ft. bt 350 h 330 ba2908e TOS m 478 ba WA 280160WA 315 m WA 440 He WA 341 to 4421ts4 Archon 1.15 Mn. O.C/ Fll . 9t 48510 700 Be WA WA WA WA 390 91 WA WA WA N/A WAae241 6x51. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (_ANCHOR _ANCHOR CAP.- MULLIOPe USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • •• • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. rr-•• ••• • • • • • •• 2) LINEAR INTERPOLATION BETWEEN Ml1.1. LENGTHSNCVOR t)PE711N(Pmff Ti SIS ALLOWABLE. • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN AAFf10T C4E. &RFXAIT �ION� SEE SHEETS 21-23, HOLES TO BE DRILLED IN iI- FIEt�f V4 DIMW1 10 T�TIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: .2 -' ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNI LL CONFO TO TM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW BOUT PI AN SG 0. MWU • 6063-T5 AND BEA MINIMUM OF .125•TiIICK. ST STUDS IR A AIN UM G3 /¢JD �49' THICK (18 GAUGE). STRUCTURAL STEEL SO BE *T LE4ST .127' THIW AICD Ay6 104 RSa INTO METAL SHALL EXTEND AT LEASF 3 OCREVATMREADSMEYON[bTFOMATERIAL 60 4W29 ANCHORS INTO WOOD MAY BE STEEL,01&8 S.S.4DR 410 S.9 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • G. • ••• • • t g .2 -' a h r yZ B I0 � � p3 N ❑ R x O H U v X ¢ rYit O rc d r� Z N a g8 mee0>: L) 8 6 PRODUCT REVISED as eompl3ring with the Florida Building Cad• NOA-No. 17-0630.01 Expiration Date 05/26/2021 ��.�`�aNY LYNN'''•, i NO. 58705 �7. O •. SATE F (V \ 7470 A L'Y7JF6 MI4hET3, P.E. FL P.E.# 58705 TGRI F AA 60 in I so in — 1 70 In I Soh I so In 1 10o In 1 120 In 1 1401. 1 iso h 126"x Lig �0 Lawny ju ta Imq Londnp Loadnt Leaand 3A. I La L—Ag g L—I;g Left Losdnp Lm Lwdn9 Lmdr• Laeov Lwav Lft 265" Alum _ F £_ Tube MU/ >?� $o� '„ x 4x r F• F 9 a� g da �iii�JJJ$y^a E' F i' F F F a gJ! "E 0 S< F F F yy- F f Fo' a _ fig• _ g S o �. $ "•. J as af�jY a9 ae 77,igpp} p8�M1e t{Y7gg Eq$9$§$ ep8t� y34Eyp 7e { ySaS ABLE 8B yts' oco Anehorclo Patrms I mmtypa 9ne'llco Uyrs:m vt Eko l)Menn �Lrxon nCElcoUtrycm V4'BcoUsacon SAME ANCHOR (DP,e)X � MULLION ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE I: FlGURE2: TABLE NOTES: ~1250' -) • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ""o I I I I I I I I I ,� 2) LINEAR INTERPOLATION BETWEEN MU1LlEN67H6 AW"OPEMING VADTNS IS A"WABLE �� aQ "I FIGURE 3: • • • • • • • • • 3.165' `` e••' UCENSF •. �(� ANGLE 3) MULLION AND MULLION CLIPS SHOPiRI NOT.�FO EE I IM SIGNS, SEE Q; CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN FIELD 0 G IMS SI 7'RI NS * _. NO, 58705 BE USED SHOWN ON SHEETS 21-23. FIGURES SF�� UG6 /�,' 0 IIIA OC�y 5. 265' IN PAIRS. 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 0 FIGURE 4: FIGURE & FIGURE 5: ,p ATE BE PRESSURE -TREATED YELLOW SOIE E WITH AN G OFQQ 55. ALUMINUM SHALL BE T p 6063.75 AND BEA MINIMUM OF.125" CKE). STRUCTU" �L STUAT BE fTA�IIMUMC i FS �oRIDP,, ``?X45- THICK (18 `� • ANCHORS INTO METAL SHALL EXTGNDdkTT LE*T 3 SjCRE%TH 126DTS" TII&EYQND TWQM RI CK AN AL6 jI_ 1.25' 1/4' VF MULLION) IENG�� #10 & #12 ANCHORS INTO WOOD MMY 6E STEM.•1&6 S.30R 4106.S.0 • • • • • 6 000 • • • • A. LYNN MILLER, P.E. FL P. E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z w O W C J J y Z) CL• W O a M uI F- w a Z �� m o a Z FZ (2 X N n a to co co g e o o W co A w Xy 2 U W) N Q? } CL Z w PRODUCT REVISED as comp) n with the Florida 6al1=9 • NOA E 17-0630.01 Expiration Dat•05/26/2021 sy Miami-ba�' .oauo�ontra FIGURE I: FlGURE2: TABLE NOTES: ~1250' -) • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ""o I I I I I I I I I ,� 2) LINEAR INTERPOLATION BETWEEN MU1LlEN67H6 AW"OPEMING VADTNS IS A"WABLE �� aQ "I FIGURE 3: • • • • • • • • • 3.165' `` e••' UCENSF •. �(� ANGLE 3) MULLION AND MULLION CLIPS SHOPiRI NOT.�FO EE I IM SIGNS, SEE Q; CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN FIELD 0 G IMS SI 7'RI NS * _. NO, 58705 BE USED SHOWN ON SHEETS 21-23. FIGURES SF�� UG6 /�,' 0 IIIA OC�y 5. 265' IN PAIRS. 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 0 FIGURE 4: FIGURE & FIGURE 5: ,p ATE BE PRESSURE -TREATED YELLOW SOIE E WITH AN G OFQQ 55. ALUMINUM SHALL BE T p 6063.75 AND BEA MINIMUM OF.125" CKE). STRUCTU" �L STUAT BE fTA�IIMUMC i FS �oRIDP,, ``?X45- THICK (18 `� • ANCHORS INTO METAL SHALL EXTGNDdkTT LE*T 3 SjCRE%TH 126DTS" TII&EYQND TWQM RI CK AN AL6 jI_ 1.25' 1/4' VF MULLION) IENG�� #10 & #12 ANCHORS INTO WOOD MMY 6E STEM.•1&6 S.30R 4106.S.0 • • • • • 6 000 • • • • A. LYNN MILLER, P.E. FL P. E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • •••• • • • s• •• ••• • • • ••• • • TABLE 9A Mullion n QaptoHebb 6aHtzl Opening Width (forverics"penr6ng mu lions) or optning Hight (for hOdrnnlab+parelin9 millons) it I� soin e0 to 70N sob 90h Inc In 12 In 140 In fall 1. WetnWw TnKmno R wna4rt TWTMI.q ftO ng" Tap77Mw Raehogdo Taw Minn RedanWYi T.yrAL•q. R..IoquW Traprnna Reanpdrt Tnp711knp. fts.inglo TnWidng LOndnytpB Laa•rj Load p Load LOWeno Lwdnp LowingLandon RWWgWf 7aL.WkV LOadYyDig tOegngnpB •d W 7.2t1i�35 ln.dbo Landeog LOadho L -oft Lowing LO.dnO Lwd" Loading 00 y0-¢ 'I7� Alum, ulTub t �J yPp 1 p!p GF g d �. yg a �. fl Mallon (y9yOCCl $ g A 0 O^ O O^ O Og 0 0^ O � 11�fYq� 3aG yAF�1111 3 yp@ Off' a U^ $J$ LL LO 04 ()^ O 6^ .,GEE{■� R7Ee^ a�3C .r£■� 33 (6 il I- 1 .16[� T1110111111 yy99CC y*C� �Ep• �.5 U }7 LU 12N 170.0 810 17Qa 4% Ilse ib 770.60 n1 170.0 ass 110.0 5w 170.0 902 17x0 Bi 170.0 1116 170.0 921 157.] 1118 170.0 s27 127,7 11111 170.0 627 1015 1110- 170.0 521 95.8 1118 170.0 Mi O�j _ J bin 170.0 703 170.0 624 170-0 BBC MCAam 167.0 079 170.0 630 1147 970 170.0 %1 170.4 478 170.0 971 111.3 978 iraD E80 BTJ 370- 170.0 eM Cie 979 170.0 880 70-3 ne 170.0 0% Of 50.817 N 170.0 747 170.0 s47 Iran e% 1ra0 837 150.7 927 170.0 004 131.9 227 teas Tae 117.2 927 158.+ ae9 108.5 927 183 0% CIA 927 168.3 9% 70-.1 IV 1609 085 e6.: 921 1511 6% f/7 erg = 10- o 54N tioo tw 11oa 612 1543 M1 1rao bet 13x.5 ew ta7.e eel 118.9 Bel M.e we 103.0 852 134.0 eeo 22.7 Me +us 0-54 77,7 eM +2e.e esx Ms f69 t2a.e eex $TJ 09 1211 M W cc ib M M N tb3 749 167.9 931 1144 Toe 7323 820 102.] 719 117J 801 99.5 Ne WT.9 5B9 711.9 7b tato wx 71.6 703 ee.e 697 0-0.1 748 03.3 513 31.2 7b 93.3 983 677 6&2 532 51.9 fi71 91.9 0-31 st.e an 71.0 528 b.2 ani 76.1 529 bJ 746 033 583 38.1 677 76.7 5x0 CD LU U 0 03N 127.7 977 131.0 579 103,1 577 1173 seg 814 977 100.4 665 779 077 CIA so 68.7 %A ev xe 494 513 et7 ea.l 4A u.e s+l cu 40-7 %4 ev eai 462 Sae etT 60-1 163 g W eeh toi.e atl 114.1 530 ea7 617 91.0 519 Tom GU ea3 MC a.1 en nJ eoo 5e.a /% b.1 s1e 51.x ue /u c1e sal 414 HIJ ste Lae /0-e za.e e7n 415.0 405 sae sin 48.0 103 Z Z 'U •4 nN e2.e ale eat /M ea+ 5u 142 to 692 310 eat 432 61.9 619 486 B1.e 3B0 an.] 4as J49 3B0 141 b3 4f.4 791 303 403 /d.] 370 912 103 429 371 P44 186 >da %7 16,2 493 %.0 3e{ 220 b5 963 MI W 0 i I0N 70J 485 70-7L441 3 78N 962 //1 040M1 67.7 779 40.8 441 me 3n 40.6 NI 16A ee 303 M1 11.6 360 326 W7 %.7 358 fl3 Mf 3418 310 293411 345 244 ui 32.7 Ud N -1 ZMN 412.4 ass 43.0-]]2 37.0 109 9C9 ]7t 32] abs 213 332 2aJ 200 23A 332 241 278 21.x 732 24.1 2n 17.7 332 21.1 269 10.2 371 10.9 lex 13.3 ]32 141 200QO90In %.0 291 70-9291 30.3 269 26.0 291 20-4 252 21.0 291 xis 248 7CA 281 219 241 17J Sgt 19.3 211 118 29+ 17.1 2% 12.5 291 15.6270-Z101 xN319 h 21.9 270 26.12% x7.1 200- 77.s 370 113 tot 15.41 270 161 198 h 23.1211 .A 194 163 218 M5 191 11.1 219 11.9 189 1. N120 N 17.9 187 18.2+07 16.] 16J m � X 4 � 0 CV L3 U ¢ O O Z 0 kU) a?J TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: - 7J )i m0.' Anchor Ca 8)7 Table a rinr: 0-1. 3.5k cam. ik1.W CNV F9IM Cow PT wood 61Me1 p A ANCHOR CAP.,,o",,,, ( ) X ANCHOR CI1P.,,aTTP:: y 3718.Oao Ullltern 1N" ENO Istra9al"D0° 3117 903 tkka0an VI' Eleo Lannonv4•soEloo WIC' no Iless_0 11061..1 0123+.N 9t2ateaMULN cAYmon Appr.Oda Ullneon AtIP•OMar safiw (cs) sor.x (05) 8anm(G57 CAP. USE THIS FORMULA TO OBTAIN TFEANCHOR PRODUCT REVISED 0-ecomth the Floridgay Anehor Clp PaCema v zv2' t• 2412' 3.178• I• 2-102 r z-t7r 2• ifle' 2' p.1e• 0.31^ asw CAPACITY REQUIRED' CORRESPONDING TO AN Building �C'oodd•ea y 1•]fI' 1314' 1-374• 1314• Y 1.1N" 1-14• 1-114• 1.1N• 1-171 1-V4• z' /J/8• +�76• Zak. R(FW4 ACTUAL PRESSURE REQUIREMENT FOR THE17-0830.Oi ® 416• Mm 0.0. / Bandon Fb• 12 3M In. 390 k0- ISO b ego an 1814 db 770 n0- 203 roe 3519n 740 Lea 374 w. 564 en 9b In, 341 lbs 4421b. 500 b 380Ins WA WA WA WA WA 682 f. an do tlzo toCAPACITY OPENING, WHEN R IS LOWER THAN THE MUWON (FROM THE TABLE) OF THE SELC-C7ED Expiration D•t 5/26/2021 1.16' MK OC7 aMd•d (aFlp. 27 W 6s 700 b WA NA NIA WA Fb 32' 760In. Plum eM to loaow 1005b. wow. 5M wo WA 780n. 74919. Canroe IMIb. 0B2W ensw. 1120 ea MULLION.RWILL YIELDAMiNIMUM ANCHOR BY b• /y WA WA WA WA WA WA WA WA WA N/A NA WA NA NA 030 w. CAPACITY W HIGH MAY BE USED TO QUALIFY Mlam P 77ct ontral t Amhv7 F43p ffb ay 195 b 1ss w. 723 a b5 b 622 C. 138 b. 440 Ina m LN 370 L6. In? lb. 332 ro. 473 b. t7o 9n ut la z5o 9n ADDITIONAL ANCHOR OPTIONS FROM THE 2 An0bon 91.17 Mh O.C/F-0 ffb 0k 2100» 3M w. WA NPA WA WA 1M In. WA WA WA WA WA 9116. M2 w0- dBD be ANCHOR CAPACITY TABLE TABLE NOTES: 1.250" t-1.250-1 I II FIGURE 1: FIGURE 2; • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • S ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALIAT)ON METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 1 t I 11717 •• ••• • • • • • •• 3)MUWONANDMUWCN CLIPS SHOWN NOT TOS�LEeFOR'e=TSIMBNSI•NSpBEE FIGURE 3: SHEETS 21-23. HOLES TO BE DRILLED INT FF�IELD F I S SI� ACLqQE*RIATIONS 3.250" 3.250• 1" ��` �''�••• UOSF •.• �� ANGLE CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW Sl1C1riEST�OY1A'' 7�=l'ibNS • "•.'f� * NO. Db706 ' BE USED HOLLOW ANL; IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT)ONS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE �A ' FIGURE 4: FIGURE 6: FIGURE B: 8063.76 AND SEA MINIMUM OF.100" THI ,$TF$TUDS TO BE MM�1l1M GRADE 33 AND .045"THICK(18GAUGE).STRUCTURAL �yT EL Td AT LEAST .1 TFjK7C(WD A38�L .100' .100' ATG •'� � St'/nn�..OI� RIDO`.. •'�\?�` • • ANCHORS MO METAL SHALL EXTEND ♦'i1LE0.ST CREW THR S• Y• D• • D' t•2MlR.Lt25 13MUWON ,SiI�''YAL • #10 & #12 ANCHORS INTO WOOD MAYBE STEEL., 168 S.S•OR 4V S.S. • • • • • • • • • • • • • • J• FOR FOR FIELD-95ULLED UNRS FACTORY -MULLED UNITS A. LYNN I�iIiLL'tK, P.E. • • 000 • • • • FL P.E.# 58706 ••• • • • • ••• • • • •••• • • • s• •• ••• • • • ••• • • N TABLE 106 Opening Width (forveroce0"par ing mUmors) orOpening Height (farhmizorlegyspenni g mdMra) 56 h Col. Tol. to in 00 in 100 h 120 h 1!0 h 160 h Raainguhr TrapT03ng. Raoan•4a Trp/rd ng. R4denWhr TMK"". Ratungular Tuprfn'mg. R- 111, Trap/rdng. RaawgWr TapRrianO• RaCergala Tnp/rdang. Radnguhr TraplTden0. Raaunpda TrapWrhnp. Ladne US&* t—ft Laadng Ladsq L-94 Loading Laadkq Laadag L.-dng Ludt" 120 X326 Laadng Laadhp Lndir2 L -11g La0h2 Loadng Ladng i .624 Alum.lUM ,- „ „ _ °-• a kuuu : ,'? ,", _ Mallon Tu ? � �gd Ti SOX Cant. ash fad x Nalew emu N TABLE 106 Anchor Gpaelb Table (Ibe) SubValc 271( CMPft SOX Cant. Nalew emu FOMCMU PTWo Mels a1a'6h0 W'SS FSO 6'iB't7aD H, SS Elte e10 Bled #1291ea1 ei23sae1 ArX1aX Type: 3176 Bco lh�an V4*F8:oU0ntm Ulbemn 316'EItO LA=M1I, FYOUXraton ,,�•. Uinem AgQMWW Smw(OS)scree M Bcm06) Anchor CIP Pete me tlslaXe i' 2-117 1 1• 2-112' 11HI' 1' 2.y1 I t• 2-1/r 7 sit' 2 0.46• 0.54- 0.32, Da0emlaa n 1JI4• 1.3'4' 1 1014' 1-&4' r 1 -1M 1 -V, 1-i/4• 1-V, 7-1/1' 1-W ? 1-38• iS'e' vpAea 2 Anclvrs ®1.79' Mlrt O.C.I Bued•a a O•at Cp 0'1g 1 90D M 8g0 [s 450 Ore e90 hs 1644 M 270 Ds 200 M 3541ns 7401m S7t IDs 661 me 246 to 3411W 412 M 560 in 1 Arcnna ®1.15• MIM O.G I shod•d W OIMI)C00 Mg. 4 400 ms 700 b NIA WA NIA WA 306 me WA WA NIA WA WA 6621M BBS M 1131 Ih IAfeM•BTMM. O. C.f(2)2[5Ary6CVS1lR4 eT-55-1-78-0t. 610Int YSBO Ira 1M6M 64044 5WHA WA 76044 749W MEe 1692ma Mr. an as 1120 lbs 1All. Q Ob, Mit O.C.I U-Cl4k X00. WP AMR 4 WA WA NM WA WA WA WA NIA WA WA WA WA N/A WA in I Am hDr/ F-00 jig 5} 105106 126 in 225 US 445 Os 622 mt 196 W 140 d 177 M 370lx6 187 M 532106 473 i3 1701bs 221 Oa 260 280 On 2 Anthm 0 1.1C Mln O.C/ F 0. 8): 240 ms 350 m WA NM NIA WA 100 M WA NIA WA WA WA 141044 412 06 660 m ANG HOR CAPACITY ADJUSTMENT FORMULA: (OP,•,) X (MULLIONANCHOR CAP.,,,,,,•,,,\ =ANCHOR CAP.— ` USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT W ILLYIELD A M W IMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE I: FIGURE2 TABLE NOTES: t250" 1.250' . 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • •FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO S FOR EXA��TTD*A i�S�08S, SEE • 3.250' SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOL, GDIMFF1d�ro LDES1�tICQON1ANGLECLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPIPXIMA H E tLLL�CCpA;IQQIVBE USED •••••• • • •W PAIRS 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 FIGURE 4; FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE0 .624" 8063-T5 AND BE A MINIMUM OF ,100" THICK STEEL S1UQT0IWINIMUM G E AND • • .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE Ai LEAST AW THICK AND 6. • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SOREW THRW= BEYOND -WE WTE WIAL • •12 X S X.624" 1.25'X 3.25'X.624* #10 b #12 ANCHORS INTO WOOD MAYBE STEEL 18.6 O.S. •R 41016.5. • • • • • 0: UL N FOR MULLION FOR • • • • • • • �IEL LED UNITS FACTORY -MULLED UNITS *01 HL*—*] • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 Q � � V r Q Z i d 3i o 0�— PRODUCT REVISED as comPilo with the Florida Sulidlnig Code NoA No. 17-0630.01 Expiration Dat.A5/26/2021 `��• - �Y LTNiy�' �i `�,��• NO. 587D5 tv '�4�51•'•�iORLDP.••• ONAL A. LYNN M L EI 0 %. P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B TABLE 1174 ty Table -Bullion Capacity pp R $ r., OpsnkvlMdth (93rvaRiealyspam2lg mu9ma) oropenhly H.IgM ITorhodwita"penning MADS) Hn Win 7071 so In "n 1001. 120 in 140 in ISO T-pr7drlg. Raetangdr Tnprlring s Racungdar TrayTdalL. Ra Ungidr T.plydang. Redan•dr Tnplydng. RaaaiF Tnpr76ap0 Recunpdar Tnrprtriaa9. Reaaqur TrWrdng. 1-1-lg W Tnprina . Reaa gw. loadhp LBadnq Leading L0a0:p Loading Loading o a w = 136139d LaaAag Laadaq LudNg lnaeN9 taad'ap Leafing Laadrj LOadng LOadeg LaL-fing Lmdnp t) d l.e2d Alum. Tube 'S fi _ 9 _ O4 .. _b 4 ,- o _ .Z a Z• Y ti_ &.. 'G...-Buuon a a _�3 Aa §a N & . ;B F �a T.11v rZ2- ivuu v uy v o9 o v u uv u 5 i8 3s Ea $ s fa SIE �a� Ise f�� iso i� J� 43 1R0 744 174.0 476 /7074 861 170.0 509 170.1 992 170.0 518 171.0 1117 17074 521 ]70.0 iN0 170.0 521 170.0 7461 170.0 521 170.0 1736 170.0 S21 170.0 1983 1704 SZ1 N J y /2N 170.0 620 170.0 521 170.1 950 170.0 594 770.0 993 170.0 870 170.0 1731 170.1 861 171.0 1275 170.0 677 170.0 K17 1700 080 170-0 1709 770.0 600 170.0 1983 170.0 600 170.0 2267 170.0 110 C J 03 N 40 N 170.0 701 170.0 ITLO 896 170.0 631 VGA 1046 1701 464 1700 1115 710.0 7Y3 170.0 1346 170.0 741 170.0 U94 170.0 747 17°.0 1799 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 766 SO.i25 h 170.0 747 17o.3 567 s4 in 170.0 191 170.0 612 170.0 %6 170.8 691 170.0 1116 1701 7s4 110.0 1215 170.0 003 170.0 7431 1700 937 170.0 1694 170.0 9% 17074 1917 fILO 861 170-0 7731 170.0 061 180.2 2407 17074 861 W O U) C 4h 701 110.0 1063 170.0 791 17074 12N 1701 /TI 17074 1417 170.0 994 170.0 15% 170.0 191 170.0 1771 170.0 1033 170.0 2125 1700 1063 K13 2163 170.0 1063 120.8 2163 770.0 10M I=- V m OO In 170.0 t0! 17074 170.0 1488 170.0 1016 170.0 1673 170.0 1078 170.0 1169 170 a 1122 159.9 2060 170.0 1169 134.5 2060 170.0 1171 111.7 2050 170.0 1171 W 63171 170.0 930 17074 745 170.0 1116 170.0 960 170J 1702 170.0 Hb a. z 170.0 971 770.0 719 1700 1169 172.0 309 176.6 1364 170.0 1092 170.1 1551 17074 1016 170.0 1153 170.0 1155 1700 15'8 170.0 1210 143.0 1366 1R0 1275 122.9 I%6 17074 1299 1073 1966 170,0 1216 2 U) = Sow 72 In 170.0 ton 170.0 871 1700 1275 1TLe 1009 170.0 14M 170.0 1126 1710. 1700 170.0 1228 154.1 1734 170.0 1315 138.7 17U ISIS 1356 116.6 1774 157! 1394 99.1 1734 150.1 1332 91.7 1736 150] 1352 44r IN � J p 7 �U 2 O J 711. 170.0 1122 170.0 937 170.0 134fi 170.1 1010 1463 IN 170.0 INS 917.4 1656 1652 751. 1286 131.1 156 151.5 1268 117.9 1556 147.3 1251 %3 1656 126.7 1229 942 1556 1723 1219 717 1656 1213 7216 ry' :3 2 -';i7- 1161 170.0 967 1119 1381 170.0 1116 1619 1477 1693 INS 17874 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 1215 1131 909 K77 118.1 1169 719 KT7 118.1 1161 68.2 1471 109.3 1194 7 Q a ^ r 170.0 1110 913 976 78.9 1110 57.5 927 70.0 1110 10.7 910 SB2 1110 it.I 891 60.7 1110 iSb. 871 M.4 11!9 fi2-7 DO 2 Z 1N0 Q N p3 %in 1420 1110 tdeS 916 11974 1110 127.9 068 101.E 1110 7099 181 01.6 975 120.3 072 97.9 175 1015 159 81.9 975 813 942 77.2 976 78.6 829 65.0 017 WE 975 SAG 107 48S 975 57A IN 41.1 975 5Z1 771 36.9 976 49.3 767 %b IVA 65 41.1 771 44.9 947 34.3 771 38.1 632 29A 771 35.0 621 25T 771 32.4 612 O' N �yZ ��tla 109171 822 771 0 a0 an 61.5 771 70.7 Sol 59.7 771 61.3 6T4 51.4 tt1 94.3 664 45.7 r 76J 730 713 711 63.1 770 65.0 860 51.1 730 563 HO 47,7 7% 49.9 631 411 622 37.9 730 41.1 61{ 31,5 730 386 600 27.0 730 319 589 Il7 770 29.5 581 JT3945.0 W 47 111 in 14.7 862 ]T.5 5N 99.2 SH 333 637 30.0 6N 37.2 571 25.0 BN 27.7 519 2174 624 74.7 Seg 10.7 6N 22.5 501 XCn N34.7 120 in 699 624 67.0 519 19.9 623 61.2 660 12b 624 17.7 112 376 Z U In N 433 35.1 4N 219 439 291 305 21.1 49 2574 790 21.7 41) 724 306 193 331 437 Q O Q z i a V,U (/) Q. AP TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: MchorCapa4dty Table(Iba) Ndba a1u F11ed r3,7u yr Wood MQa (ANCHOR CAP.,,.,,,..) _ANCHOR CAP )X 2.7R Corcretn SSkCmc. via- �0 via- yr ss E74d 'J1c Een yr ss eco 670 sew x12 sled x125107 `MULLION CAP.�,�„ PRODUCT REVISED Arena APe. Y1C Elco U3racm vrF-IraUlrecon UK-- Yt6'eto Nran yr 134Bumacm A(pyn0at0r u3rxon AW009c, Sc nw tcas) scree 1496) soar (� USE THIS FORMULA TO OBTAIN THE'ANCHOR as do 11.1 g with th• Florida AnehorCBp Parima t" 2.117 Siff r 2-vz 1• 2-v2' z. &174" 7 0.41• o.sr o.32r CAPACITY REQUIRED" CORRESPONDING TO AN Bu11d1ng o • NOA-No. 17-0630.01 E aslarceOn 1• 2-v2* tar 1JM• tau• x 7-vr I•vr 1-11r 1-vr 1-1u• 1-v4' 7 I.&e• Iye -I" ACTUAL PRESSURE REQUIREMENT FOR THE Fxlaatlaln n. tan• 4:D lW 800 to 16K 0- 270 n- 709 ua ss4 u r4o 304 &u I- 994 nc 9461- 917 ro9 440 094 SSB los OPENING, WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 2 0x111- ®us Mn 0.0.1 slelarl a alae ap 1314 13 399 m 7909. NIA NN 309 W6 7/A WA WA WA I. 6921os BBS IG 172) lee CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Archon 01.10' MR O.G 191090971 (a aed c41p 2Y 400 er 709 0a NIA WA 6o lee 50971 709Wa Bao la 1802110 fi921Ds 995 We 112°x0 MULLION.RWILLYIEI.DAMINIMUMANCHOR BY 4Arc11or0!'Mno.cl 210AryNCQlr7q.s7 709 Por 700100 6110IOa 15mem t&761c! WA %/A now NIA WA NU WA NTA WA IBA NN WA 1267 Na CAPACITY WHICH MAY BE USED TO QUALIFY Mlam Product Control IArctm ®034" Mho O.C. I UCIp, 80.100 Nue 1F41. WA WA NIA WA ae lora 1711- -2a 167319 392 Ce 473 to I7o IDS 22]38 2som ADDITIONAL ANCHOR OPTIONS FROM THE 1AICMT/prep (l4R 1711.8 1953- 2291ot 445101 Im Ya NfA ls5 NIA 10300 WA WA N/A WA WA 941105 442 otc 760 ba ANCHOR CAPACITY�TABLE 2Anac7n LIS' O.C/ To 1- 390b NIA WA 1250' FIGURE 1: FIGURE 2; • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGT RPANM(lR4Pfl41Ns WIDIM IS *LLOWABLFL •�yNN'�'' FIGURE 3: CLP MUST 3ANGLE) MULLION AND MULLION CLIPS SHOWN ARE N&JO S R M SI EE• • 3,94' SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD Fj7LL7D IQ iOAI�ESCKJONS • SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, "%OXIMjTj HOLGL 10 • • ` ��: '••vCENSF'• /�i' Q'.' ' No. 58705 BE USED : IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND __r GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL --- -D ,J/��.��77�'-`.--J--�-•• �O" b�gJyZ//'7� FIGURE 4: FIGURE 5: FIGURE 6; BE PRESSURE -TREATED YELLOW SOUTHERN Pgg�� 50 OF 0. ALU INUM SHALL BE fid. �,I T •:• U/ 6063T5 AND BEA MINIMUM OF.700"THICK.6TEf TOBEAMlI14ML 1G E33fk• ••• _t .045 THICK (18 GAUGE). STRUCTURAL STET7•TO BE ATj.EAST.125'TFiJFFC.�(VD 36. ALL• • • ��•' RL ORIDA.•••• �� 'ii S`S'•••""•"' �j\�� '�//CONAL [[:�l ANCHORS INTO METAL SHALL EXTEND AT L94SM SCREW TWEAD*BEYCWD ♦7�IE MATN4i. • e 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 88-8 SISADR 410 SIS. • • • • • 735' X 3.94• x.624" • • • • • • • • • MULLION a 6Y, A N H11Eh, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FABLE ILA - Minion CapwItY Table b51Rf Opening lASdih(for eerOwBy-spervil mullions)"Opening Height( For hal=rtaAy-fiparctrg MU111ons) Anchor Cape 501. BO N 70 N SO F 0010 100 N 120 In 1401. 1601. 71aplwv- TrelJTdarp. R4alan9l]e ltapl7xerp. R. -t -Wer Tr6p/efea- Rm� 71. TAM. R.W4W- Trp eiev. Reatepuls '04,977017.0 ft -t-0. Tm#Tw14 R-IaWR L4JLfn9, 4 Reetanp4e I ^9 �de6 U.&V L&R Laeft U -&v Laedrp Uadm laadip Laed08 Laadng Laa•eg L -Mg L.W.9 U dOg Lead' Leading L -ft L^�aa 2x x.25 Alum. Tube • S a fa g l� �ga �1 a 0.aB � s� � �{ �� 8 S� � �$ S0. S da S S da S d� 0 da d d� 0 d S$ d d R p¢4�L is a�.z fE fo� dsc dd�O ! dz R N 2B i i. i 3 d 170.0 670 170.0 435 170.0 7" 170.0 478 170.0 e6e 17&0 506 170./ 992 170.0 519 170.0 1118 170.0 621 170.0 1240 17x0 521 170.0 1488 170.0 521 170.0 1rm 170.0 521 170.0 1987 170.0 521 48 In 170.0 708 170.0 S24 170,0 We 170,0 584 170.0 082 170.0 630 170.0 1133 170.0 881 170.0 1275 1X0 on 170.0 1417 170.0 Geo 170.0 1700 170.0 880 170.0 1983 770.0 650 170.0 ?157 170.0 600 500.x511 170.0 147 17&11 50 170.0 695 170.0 631 170.0 1. 70.0 eel 170.0 tin 170.0 773 170.11 1145 17&0 747 170.0 1494 1X0 756 170.0 IM 1To.0 IN 170.0 2092 170.0 756 170.0 2391 Inc 756 641. 1700 797 170.0 012 +70.0 936 170.0 091 170.0 1118 14,0.0 714 17..0 1275 110.- e03 170.0 14.4 1X0 a37 1700 7594 1X0 856 170.0 1913 170.0 081 170.0 20.1 17&0 e•t 170.0 2550 170.0'Ni 60 b 770.0 885 170.0 701 170.0 7083 170.0 797 170.0 1240 170.0 676 170.0 1417 170,0 944 471.0 1564 170.0 686 170.0 1771 1X0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1053 160.0 2680 170.0 low 63h 170.0 670 I70A 745 170.0 1116 +70.0 560 170.0 1302 170.0 910 1X.0 1466 170.0 1015 170.0 tom 170.0 1078 170.0 IOU 1XO 1122 170.0 7131 170.0 110 105.7 255] 170.0 1171 145.9 2553 17&0 1171 FTW..d 170.0 A4 170.0 706 170.0 1186 770.0 Ooe 770.0 776/ 170.0 1002 17&0 1330 170.0 1056 1X0 1753 170.0 1155 170.0 190 1XO 1210 17&0 233B 170.0 1276 151.6 2437 110.0 12x6 132.9 2437 170.0 12M 661. TIN 170.0 1063 170.0 578 170.0 1275 1XO IOW 170.0 1488 170.0 1125 :70.0 1700 170.0 1220 1X0 1913 170.0 1315 170.0 2R5 1X0 1387 1468 3111 17&0 1465 121.8 210.4 170.0 1528 108.3 2164 170.0 1690 roh 1000 770.0 1570 170.0 1229 170.0 1784 170,0 1771 166.7 1060 17&0 142111411A, 1980 170.0 1'A5 1371 1880 181,5 1510 100.1 1850 1510 1333 929 1960 1327 :631 170.0 1132 170.0 037 170.0F1311170.01 a mb lest 147.7 1470 952 tett 139.0 1459 55.9 1801 177.6 1454 170.0 1151 170.0 9o7 170.01118 170.0 1511 170.0 1250 170.0 1542 170.0 1769 1527 1961 170.0 1474 137A 1861 10.7.1 lsc11[43.1 90170.0 1725 170.0 1111 149.11218 121.8 1398 136.0 1185 111.8 13M 121.3 1119 89.1 1390 110,2 1182 68.5 1798 101.8 110. 1305 89.8 1122 87.8 1765 627 1105 359 1708 mA 1090Win 147.4 1219 151.! 1080 122.9 1079 105.3 1229 1112 Joel 92 1726 86.9 le" 9+.8 1229 89.6 ION 77.7 1229 82A 1016 1220 722 083 ELI 122965.9 977 1&1 1228 62.1 967 10811 toe.5 071 JOS.$ 877 80.3 682 74.0 971 772 $49 &.1 071 95.4 837 67.5 071 61.8 US 51.8 971 56.5 816 971 49.0 798 37.0 971 NA M 724 871 40.5 771171 N -i6-4- 934 919 29.3 072 786 819 65.1 919 70.0 806 59. g19 629 794 83.0 919 50.7 704 17.7 ef9 51.5 774 819 NA 788 34.1 910 402 7R 29.5 019 77.11201. 120 755 ISE 716 178 828 789 64.5 705 319 765 63.1 585 471 706 IBA 608 11.9 788 11.4 871 37.7 786 40.5 0.68 708 34.9 563 27.0 7a6 31.0 641 23.0 799 6A b31 INN 47.7 640. 142 0.04 ]6.4 540 ]YA 498 91.2 646 9fA 407 27.] 648 30..2 488 24.3 846 263 479 21.5 618 719 474 182 610 19.6 484 16.8 516 172 403 13.7 Sb 153 Na TAULt 12tl Anchor Cape Tahla ha 3.7k LEr to 351, Cmc. HcOm CMU "n"'CNU FTW..d Mny "'s. 8'* Vr SS Eta 50117 Elea Ve SS Elco 410 Slob 023tel 4112 Sled Parime pe YIW Elco Laaxen Vr ENOUt-M UlracM 3M6' Elea Ulrrcm Vr Et6U-cM AgyreGeor 144160- AoeIG(3aa Sclelr (tom 9e1er 91404, 1.57 MehOrCllp MX a(ftq�31) 1• 2-Y7 1• 2-V7 s119' r 2 -VZ 1• 2-112' 2 3-lAr 7 0.48• O.Sr 0.324, O.Y 1911' 1.Mr 1911• 73'4, 2- 1-34' 1-v4, 1.114• 1-v4, /•1d" 1-0!r 7 I.VB• 1318• `2AEn 2Ancro0 0 4.70. Nin O_C. I SIad`NV827 9BJ IDB45010! 900 W 1644 W 270 W 280 hs 354W 1101- 374 W 66d W We W -I-4R W I%O W4 Anhea ® 21a MK O.C. I Ste1®% 740 W Mhe M0 of 1485le 1424 W NIA 300 W NM 6951- NIA 900 W WA 682 N. 505 W 11'20 W 8 Arct1a17 Q 1.71• NK O.G / 91010111(144, daeOCp0`4 4X BBS W 050 7965 194613 WA WA 176 t3 WA 79910! NIA WA WA 1022116 192710c 16M be MrclOn 7 M1.. QC.1 (?t 2L9 An9k CBPn I (Ro 5X 780110 9D he 1570 W 1686 W IDs 3oe a wA rhe lee 746 - B60 W 1697In ®290 ffm 0.e 1120113 6Amh3f 07 M1.. O.C.!(2) 2f5ArybCJ9e 111.188 Me- JIM. U20 231029 20NW 1. 64029 WA 114029 1122 be 1Yd7Im 2890ta 10721b 1927 Mc 168086 gArcMn 81.34• Nin. O.C.l UCMp, 1.b.IIYAlNn 0`197) NU WA NIA WA WA NA WA WA WA NIA WA MIA WA WA Om 6ArcWnt10.6/•M1.. C. 111-01. U4:Ap. 1.b.123•Af50.(F$ BX NA 16A NA WA NIA NIA WA NA WA NA WA WA WA WA 21 W 2.04,x303/ ®266• Mn O.CI FLIP 0`19 % 370 hf 370 >e 975 W 743 W 7II W NIA 200 W WA 348lie NIA 4U W WA ]lJ W 4R 83 1.80 W 3Amom III, ma. O.G/F431p .1% 44729 57570 37929 97929 NM NA 363 is WA 92910. NIA I WA I WA 1 61129 629 W 94029 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANQHUI FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: H • • • • FIGURE 6: FIGURE 6: EA FIGURE 7: FIGURE 8: FIGURE II: FIGURE 10: ANGLE CLIP • • • (FIGURES 5,48) MUST BE USED IN PAIRS, iE J 1 ANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Arv.•nvrl a.nr.vl.r r 1 Au+w � mm . r (DP,,.) X (ANCHOR CAP.,�,,,,.� o ANCHOR CAP.- MUWON CAP.,o,,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) CF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE"FOB IJFFORWATWN OF( LOAD&4G.•SFF SVE�TS 24 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN ING INIDTHSMLLSINALEP6 • 000 • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR E & DIMMIC S, 9LI SHELO7S 21-013. IlOLQSi'O BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXINIAFE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFIm-FIOmq. 4OLLOW AND BROU?FILLED CONCRETE BOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESS TREATED YELLOW SOSTH@RNPINE WITl1 A*SGI IF R55. ALUMINUM SHALL BE 6063 -TS AND BEA MINIMUM OF .125• THI L S DS TQ BE A fNIMQM''''''Q•••,R'''ADE 39AN9.04V TMCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND 8.LL ARS IN ETAS+, ECTENe L SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO W004NIAY BE•STEEL, 1813.3 O 4j S.S. • • • ••• • • • • ••• • • PRODUCT REVISED a5 complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By -_ Miam Pro uc Contro \\\'60 LYNAI 731. * ; No.58705 -T P.. TEO ��lt`s '•��ORIOP, ••G��` 1111S'0NAL E�.�`• A Llfl(1N MR -1121t9, P.E. FL P.E.# 58705 TABLE13A Mullion Capaoiky TabN Op•nirg dth (Tar lergm"pemirp n•dlane) or OpenkV Height (for ho =rts*sPening mul-) 59 In Soin Toil affn 901n 100 in 1201% 1401n 'Win Rml•n•iv iWp/Th0n9. f7ac16rg1As T'%PRI fm•dn Tn"-m. R%c1.01- TMIAm9• RecWp.t>r TraprrftV R6c1•g116r 716PrTrag. ROxt.p TrVrMOg. Rectvgda TwITA•rg. R%cla*?k Tnolld" . 2 X i x .26 f0dn0 l0•d119 Loed6g In%6dr• 49.6%9 Lrodlg I.mdn9 L_ffiV Losing; Ladn9 U ft Loadrg Lodn9 Lano Lmc nO L -ft Lodno Num. Tube a a T11 ara ... z' aa %fi'9Aullon11 oil if $r3 $o l7S se 4 42n 170.0 6m 170.0 435 170.0 Tk 1xi00 eee 170.0 506 170.0 997 170.0 579 17110 1110 170.0 511 170.11 1240 170.0 521 170.0 1485 170.0 521 170.11 1776 170.0 521 170.0 1963 tmD 621 46 in 17110 7a 1711.0 521 +70.0 850 170.00 900 170.0 630 170.0 1173 170.0 001 170.0 1276 170.0 8R 170.0 1417 170.0 650 270.0 1700170.0 680 170.0 1951 170.0 8110ira0 22.07 17110 660 50.625% 170.0 711 170.0 503 170.0 eeQ 170.00 1024 1m0 061 170.0 1196 170.0 7231ra0 1345 170,0 747 170.0 1404 170.0 756 170.0 1193 170.0 758 170.0 2092 170.0 750 17.0 2391 1m0 750541% 170.0 797 170,0 012 170.0 950 170.00 t1IB 170.0 754 170.0 1275 170.0 eat 170.0 1434 1740 617 170.0 1594 1740 ISM 1740 1913 170.0 561 100 2231 170.0 6Qt 17MO 2550 170.0 eel so In 170.0 055 170.0 701 170.0 1063 +70.0.0 1240 170.0 870 1XII 1417170.0 944 Imo +511 170.0 W6 1711.0 1771 1ra0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063+70.0 2637 1ra0 10G1 63 In 170.0 930 170.0 746 170.0 1110 170.0.0 1302 17x0 940 imo 1400 17x0 1015 17110 1073 170.0 1078 170.0 1e59 mo 1122 17xO 2231 170.0 11W 170.0 2603 170.0 fill txio 2W5 tmo 1171 061% 170.0 e7! 170.0 7W 170.0 +1W 170.0 941 170.0 1704 170.0 I0a2 170.0 1558 i7oo lona 17x0 1733 t70.0 1155 170.0 fail 170.0 1210 MO 2716 170.0 1275 170.0 2727 170.0 1200 1ra0 3117 Imo 1200 C 721% 770.0 tOt1 170.0 616 170.0 1215 170.0 1009 1711. 14110 1m0 117.0 170.0 ilOD imo 1220 1ra0 1913 170.0 1315 170.0 2125 170.0 1767 17110 2530 1m.0 1400 170.0 2975 170.0 1570 1m0 91W 1m0 1530 3 76n 170.0 1171 170.0 937 170-0 1319 170.0 JUM 17MO 1570 1mO 1209 170.0 1794 txio 1332 170.0 2019 170.0 1421 170.0 2243 170.0 1803 170.0 7051 170.0 1638 170,0 1;40 170.0 1W4 170.0 75W 170.0 1705 f min 170.0 1151 170.0 007 170.0 1981 170.0 1116 170.0 fell 110.0 1250 1m0 1612 Imo +790 170.0 2072 170.0 1474 170.0 2302 170.0 7564 170.0 2763 170.0 1700 1xi0 1223 170.0 1717 170.0 3863 170,0 1796 90n 1700 1320 1111.0 1144 170.0 1694 170.0 1378 1ra0 13W 1m0 1493 Imo 212.5 tm0 1551 170.0 2391 170.0 1793 170.0 28M 170.0 1916 170.0 3166 170.0 2125 150.0 7113 179.0 2273 1303 1117 170.0 2]61 96 n 170,0 1417 170.0 1272 170.0 1700 170.0 1434 170.0 1963 170.0 1627 170.0 220'7 I M 1714 170.0 2550 170.0 1962 170.0 2873 170.0 2065 180.0 91 W 770.0 2738 137.+ 3199 108.0 2470 120.0 3199 160.1 2420 106 in 170.0 1594 1700 1409 170.0 1913 170.0 15{7 170.0 2231 170.0 167(1 170.0 2550 170.0 2075 161.6 2781 170.0 2277 1485 2701 187.9 2337 1210 2761 140.! 2261 106.0 2761 125.0 2234 927 2781 110.0 2190 1111n 170.0 10311 170.0 1451 170.0 19110 �IjWjB780,4 1740 7872 170.0 2621 170.0 2149 1515 2632 1823 2245 130.6 2672 146.4 7218 113.6 2632 128A 2188 WS 2632 115.1 2125 A 25M 100.3 20M 120 In 1m.6 1771 17_00 16M 170.0 2126 1640 1991 115.1 2262 147.4 1964 120.1 7252 1272 1936 106.1 7252 1167 1915 90.1 2752 9BA 1672 77.2 2252 68.9 1636 67.0 2751 etA 16081Mn 126.1 1506 1260. 1445 1015151{4 919 1407 76.2 ti& 60.7 t3W Gas 1684 72-3 1173 a26 156/ 657 1336 521 1364 56.0 1330 M.7 15M 401 1300 30.1 1561 44A 1262 TABLE 13B 9u68•de 2.79 C9rmw Anchor Caps 3.5k C-. Table Obs) HdI_CMU a N PAW cmu PTNr%od 1/ea1 � AWW I7P 3116' Euo Ulbmm //4' EIW 1748x111 Slee' EW unno 210' EW Ultreoon 1/4' EWq ur-.en 1/4` SS Hc% slier Elco A09n:0amr 106mW 1/4' 38 EI -0 810 SSW 912 Sbal 512 SIM AWeGdW 8_ 10'31 8eaw 705) Suave (113) AnchorC9p P•tletns Y' 7.1? 1' 3-1? 3-7/9- t' 2-1r7 1' 2-1T 7 bi/8' 7 0.48• 0.54' 0.92<• FAOa WiaiOe (ilk Embed%ml ffn . 11114' 1- H' f-7/1' i-wr 7 1-114' 1214' 1-1M• 1-f/�' 1-1/1• __774160 7 744' 7 1319' 139' wAoa 2 Amhaw 0 4.75• a9n / 811 .d 0.r ORat cvf 079. 1827 390 b 390 b 450 b 890 be 1944 b 270 b 2600. 364 b 740 b 664 b0 948 b 341 Ib% 442 be 550 qL _11206 .G e Anclpn ®4.651491 O.G/891%0116 (u OIYW CIp 0.43k 7a0b 7Wb 9006 1780160 3232 bs 5406 5806 7006 11906 7441h 12726 19026 651 b0 896'98 6Anob%r%Ql.7P Mh O.G l3bndad for 01660 COP". 4k 1180 bs 14. M 2595160 WA WA 9466 WA tO96b WA WA WA 1763 b6 177tl ba 72406 4 Anoi•n 9 Y 9tlr9 RI h5 A1gle CW / S•.5k 790 b 7W b 580 b 7560160 16911 W0. 610 M 500169 WA 780 bs 748166 890169 1892 0n BB7 bs 68509 1120168 N2 _40 8 Amf- a T Ma. O.C. / R) hi Arye Cope / ffb. ek 180016% 1390 a 1380 m 7110 b. 3792 bs ICAO b 1130 b9 WA 1670198 1498 b 1180 b 9701 b 7387 b0 IT10 b0 1240 b% 12 ArohmO ® I m0 O.C.! (2) 293 An016 Cap 10.4 7k IM b• 2100160 1440 b 3790 ft WA WA 1320 bs WA 1300106 WA WA WA 3045 b ffi5/ b 3350Ibo 4 Anoha6 ®1..7 Mh O.G I U431p, 140.125' A9w. (Fip. Bk WA WA WA WA WA WA WA WA WA WA WA WA WA NM 1410 b 0 AOebonl 0.81' Mn. O.C.I UQip, %10.125` AIIm. 0.19.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7861 b b I.0%x61111 ®4.99` Min. O,CI F-C9P P'19. tOk 500 b 900 918 450 b 800 b 18181b% 270 b 200 b 364 b 740198 976 Ib% 636 b 948 b 541 W IQ b 660 4.0%x611801.71'M9�. O,CJ F18p 0.10. 11k 69060 700 be 60560 12H R* I WA WA1 470Is j WA QWb 095168 11206 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES ANCHOR CAPACITY ADJUy l men l rvn - (DP_) X ( AC?P.,,,,,,.4 _ANCHOR ) ANCHOR CAP.,„ MuwoN CAP._.... USE THIS FORMULA TO OBTAIN TI IE'ANCHOR CAPACITY REWIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE .250' FIGURE is FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9! FIGURE 10: FIGURE 11: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • LOADING. SEE SHEETS 2-4 FOR GI!MRA! N19TAL•ATN9N M9HOD% • • • 2) LINEAR INTERPOLATION BiTAF.EN MULI•LtN%T eAN}:ofj))PP,p!NIN,�@i,•WI6''yy,-�StVIIS ALLOWABLE 41 • • • • • 3•FH• N6Wi • 44scut R W 3) MULLION AND MULLION CUP OW NOT C SIONS, SEE SHEETS • • • • • ' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL ES CTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4) SUBSTRATES: CONCr L ORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT ('4j HAL NFORM TO G WO ShAI-L BE"ESSURE-TREATED • • • • • • • 5-7) YELLOW SOUTHERN PINE l'" AN SGeOF 0.55. ALUQ41001 SH LL BE ACD BJ A MINIMUM OF.125' MUST BE USED THICK STEEL STUDS TO SBM MINIMUM GRAVE 33 &NO .065' WICCIB 06 •STVCTURAL STEEL TO J • • • • • • • % USED IN BE AT LEAST .125' THICK AND A98. ALMMCHORS41NTO MOITAI•SHAL•L EXTEbID hT LFg1ST 3 SCREW 2' X 8'X.25" PAIRS. THREADS BEYOND THE MATERIAL. #108, #12 A7NQ4 M INTO WOOD M• OBE STErsL, 18-8 S.S. OR 410 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 PRODUCT REVISED as com Ingg with the Florida Buie .g od• NOA-No. 17-0630.01 Expiration Date 05/26/2021 UCENNN��I 3, * No.58705 13^��L�1I,., 'w_ T SATE (V` iA`t m 44&� P E. FL P.E.# 58705 2LA- �b,7C a N Nrh d MOM r � r DY X o L) . 1J) U g 04 c app L) II gz40o b e� c PRODUCT REVISED as com Ingg with the Florida Buie .g od• NOA-No. 17-0630.01 Expiration Date 05/26/2021 UCENNN��I 3, * No.58705 13^��L�1I,., 'w_ T SATE (V` iA`t m 44&� P E. FL P.E.# 58705 ADLC 14A -- Opening Width (for %erfcm*spemyrg mulioro) or Openintlai g gnt(for non2omar3�"mrg muuons) 501n so In 701n so h Bo h 100In 17(1 in 140 N 'Im M 126" R 2.11" ln.arn Looft Lo4mg ltadtq � ro loadtq tssdW I.yasV Ine•4 lnedry O taa4q tnwro Lo Tube 1.126 AluI M111 l gMulLldllf TABLE 14B Anchor CepaeFhr Tebh ba sVyVnc 2.7t Cmclete S.5t COX- Nobe CMU FIWCMU PT WooO Mda SItE Eto1/4'SSEto 5A6•Eto VA•SSEko MW Steri M12Steel s12 StlLI A.Mt fTypt YNr'Etouman 1/s Eko Utmm Ut1am sr16•EkoU.011 111- Ek- pisco! A Ier Wam Aggre-dor SCInr (G5) Serer (o61 semv (GS) AnchorCYP Pothme Olrurce 1• 2-trl 1• 8.[2' 3V6' 1• 11?' 1• Y-12' T &Vs' 2 0.46' 0.51' D.s2P EOp Ellneg4H4 1SIr 1y4' 1JIs 1.Vs z Fi/Y 1.1/4• 1-1/f - 1 -VY 'FI/4' i -Vs 2 1-s0• I 1J 13I6s 1 An:llon 7 Mn. O.C. t (Q 2r5Aryk Ctps ! Ij 76010r 7s0 W 6s0Im 1:40 Ms '1986 ks 510 f410 � WA 7® Np 7d Its ss0 to 1842 bf 6821!! B95 m 14501ss (D w) X (,,,...,,..�.....� .,...,..� . ANCHOR CAP.— `MULLION CAP..on _ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL `!IELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS_ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIF-QW D G OUT -P LLE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. y!000 SHALI�9E ARE, SUFE- SEA D • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHAL• BE 5063-T5 4ND BfjAlMIWUM 106.12F • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICM(18 GAUGIIA. S11RU0rURkL WEE& WeE AT* LEAST .125 THICK AND A36. ALL AN INTO METAL SHALL ExrEADATLEOLSTO SaREWTHREAMS BEYOND • THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL. tf8 S.S." #10 S.�F • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • °o. 9 XZgo8o r c _ N H x X V) Y ® F Ul CO U C-4 Z O O PRODUCT REVISED as eompt" with the Florida Balldlny Codi NOA-No- 17-0630.01 Expiration Date 05!2612021 B Y Mlam • ro oct Control 11111!ri/r \,�`w...LxNIV '�`: '•LICENSE'• *y * : N0.58705 �O� FCA7E F�A. i '�`G ��S CONAL \E�N A. LY�1HMILLER P.E. FL P.E.# 58705 TABLE 150. TABLE NOTES: Mullion Capacity Table g66T' AnchorCapacity Table ba 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADI4G. Opening IA8dth (for ydr8ra9y sparring "Aliorss) or Opening Height (for horonnleA•-sparring mU4orm) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 60 in 80In 70 h Od h 901n 10010 12010 Win ISO h 3.0 Cac, R4wiap9a 7hplldsm Reclan•ia TrryTdaq. Rahn94ar Mnp7dw4 Reata+Var TrtpM nu. lidwV" TryyWW IaedrV LadnY Ref mWWr Tt fthM• Ledrrp lnadlry F41ebnOWr 7hplldarp. Rechrl9Aer IhWdanp Lae3p LadnO Ladne twangDEG. 326' 30 Ioar2r• L.-Ik Loodn9 Lo9dn0 lo9Mrq Loa18g Lmdh9 L.-Ww lnadFq FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • •• AL r rA pL49arg g ashx g^ 6/18' Ek* �a4ys-m �aBAYMULLci FIGURE 3: [17CLO I• p.-. Sa $O r� a6� E yS� 9L6 < Q �� 1`h4210 1W 39 Eko 620 170.0 435 1roA 714 170.0 476 170.0 688 170.0 9J6 !ro.0 992 170.0 519 170.0 1110 170.0 021 170.9 1240 170.0 021 170.0 1458 170.0 021 170.0 1735 170.0 921 1431 1740 170.8 521 46 N 170.0 100 170.0 524 170.0 W 770.0 561 170.0 992 170.0 630 170.0 1133 1760 681 173.0 1275 170.0 677 17x,0 1417 170.0 680 1521 1522 170.0 680 130.5 7522 170.0 680 114.2 1522 1760 610 50.125 In 170.0 T47 170.0 $63 170.0 606 170.0 871 170.0 1045 170.0 664 170.0 1195 170A m 170.0 1345 170.0 747 1542 1443 170.9 758 1361 741J 170.0 758 117.3 1143 170.0 708 100.6 11/3 1700 756 11 5410 170.0 797 170.0 412 779.0 966 170,0 447 170.0 1116 1760 754 170.0 1276 1700 691 16a.4 139 170.0 937 144.3 13.53 170.0 856 120.3 1363 170,0 801 103.1 1363 1170.01 851 90.2 1353 170.0 851 601. 170.0 996 170.0 701 179.0 7063 1]0.0 791 167.0 1216 1700 078 746.1 1219 170.0 944 129.9 1216 INA 936 1109 1218 1511 924 67.4 1216 146,7 913 61.5 1216 Ib.i 913 73.1 1216 1431 813 Nh 170.0 930 170.0 745 170.0 1110 170.0 950 1150 7413 898 105.1 1150 1342 60.5 150.2 1160 1868 931 131A 1150 19.0 614[7- 872 1150 126.7 671 75.1 1150 1282 070 66.7 1160 1283 00 Win 170.0 974 170.0 769 15x.4 1018 165.6 sat 130.5 1048 140.6 004 114.3 low 1731 add 1048 MA SW 910. 1019 fled 570 762 1048 109.4 1121 05.3 1045 1062 816 5/.1 1015 1062 017210 1-144• 140.8 080 1413 7N 117.4 880 126.0 746 100.6 560 1108 75/ 44.0 440 100.0 772 680 90.0 712 70.4 aeo 861 703 56.7 8W 792 443 50.J OSO 70.5 69B 44,0 w0 760. S6S 781n 119.7 790 125.7 890 99.0 790 106.4 876 ad. 05.5 790 071 %4 716 700 633 632 790 769 643 SAe 780 71.7 075 400. 790 65.1 104 42.8 790 621619 J7.{ 790 B1A 017 7eh 110.6 750 115.5 857 841 92.7 760r2..00 70.1 730 w.977.1 821 760 rob 812 66.1 750 65.7 htl5 481 750 S9.{ 51 390. 790 501 506 31.6 760 65,5588W10 918 ka RI 569 74.1 300 80.1 39 491 57.3 563 640.489 475 59 44.4 460 36.1 563 409 462 300. 593 38.2 4a2 25.8 93 73.3 445 223 w3 313 442 96 in 590. 496 61.1 443 435 493 435 42.4 495 44.8 427 37.1 445 390. 427 496 38.1 415 29.7 495 372 409 21.0 w3 29.1 400 21.2 495 266 394 18.9 496 25.0 300 f Obh 41.7 '391 42.6 357 31.0 >01 340 29.8 391 31,1 342 26.1 391 27A 337 23.2 391 24.9 >9 20.9 391 229 320 17.4 391 19.7 721 14.9 391 17.8 313 111 h 364 770 30.2 335 720 ]ro 33027.9 370 2S3 325 24.0 370 25.3 320 210. 370 22.8 316 191 370 20.9 312 160 370 18.1 305 WA 640 kc 30.4 317 303 209 2SJ 317 261 21.7 317 22.5 2w 19.0 317 193 276 16.0 377 179 273 7720 b WA 14410 17.8 220 17.6 203 T LE 156 TABLE NOTES: AnchorCapacity Table ba 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADI4G. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. SDMUia' FIGURE 2 2.70, Caa1r44a 3.0 Cac, • • •'126'• • • Hdk. CIAU HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 21-23. • • FW4d CMU I PT V.bod I Mah1 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • •• • • • • •• • 6/18' Ek* • • • • • • 3.250" • • • -9 • • • FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALLBE PRESSURE -TREATED 1W 39 Eko &W Elco 1H• SS Eko 210 6taa 012 Gino rig Std Ander Typa.� 3118• Eko UNww 111' Eb0lll0acm Ulbacw L16• Eb0 Wimw /M' Eko Ultraem Ap•eotor umcon A0pr2- xrtw l� xmw ID3J 6eraw Anchor CIP Pataelne E.9pa Dat462A 0n1 1' 2-U2' 1• 2.112' }718' 1' 2-7lC 1• 2 -Irl T 3.1/6' 7 0.45• 0.54' 1V 092+• Embwmad (Inc 1:;4 ty4" iJN" 1,Y4" 2- i-1/4' 1-1/4• 1 -IM 1-144• 1-1- 1.1/4' r t-0IB" 1318' 1aliea 2 Allo- g s wn O.C. / p) L5 A11pin Cryo /010. 11 780 b 390 W 450 m 89016 1700 b 270 6e 200 b 351 Lha 7b •a 37106 720 9a 918 ka >41 at 442Iha 560 1. 4 Arcwa 3S Min O.C. / RI245 Ankh C1pa / ffk. 2): 750 b 780 b 7801ba 1870 b 2525 b SIO d 360 lba WA 7120 b 748106 880 9w 1802 9r w2 Da eS51hs 1120 b 8 Andwe ®2.71' wn O.C. ! 121213 Afala Cape / ff7p. J1 1120l1a 1120144 B58 as 2248186 2254 b WA 640 kc WA 1059 b WA 7720 b WA 1022106 177! b 1500 IN =ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADI4G. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET" -230 • • • • •'126'• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 21-23. • • • • • • • • • • • • • 30' • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • •• • • • • •• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTihLED • • • • • • • • • 3.250" • • • -9 • • • FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.125' • • • • THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 30• BAY LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRWS ggl;ND • • MULLION • • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • • .. . • • • • • • • • • • • • . . ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eo"'I"", with the FloridaBu11Ming CO. NOA-No. 17-0630.01 Expiration Dot* 06/26/2021 By Miam • From" ontro 11111111111/ � UIGENSF �Q1' .�. No.58705 Off•. S2ATE�;'.(V��: �",S'oNAL EN ��` A./LYtIGIIiAiLLER• P.E. FL P.E.# 58705 !O In 1 00 1. 70 In 80 In 1 00 In 100 in ' 120 in 140 In 1160 in ( 326" 45 lnedng l..dlq L -ft LO.Mg Laadt• L9mng tm Ay Al. L $ �� 111, 64 T�p✓M.ng. p—b g !s I TrW Map FbdaplrTmoTa•tg. Pwor War Tn L=ft Lwft La.•1tg Lceft W -V Inaing Ing Lwd w -d" L..&C Lo.d1Fg IHOLe loo Anchor Ca Tabb Ib• 9OWhab: 27k Comrat9 Vk C.M. I HOYav(24U FitW CMU PT'AbOd Mew Anchor CAP Patients Anchor Typc 3110 Eb. Ubaoon 1/4' Ek. U..Om SLAC Elco UNcO• Nlir Elo. Ubae.O 1/4' Ek0 Ut.Oan 114. 99 Ek0 YAC Ek0 1/4" 90 EkO 010 Strl 42 9brc1 A99iec a uWecon A9aeWtar auvw (05) 9aiwv p0) i12 Stat 0-.rw(0s) EdW Daxno. Ont 1" 2-12 1' 3-119' I' 1 2-112' 1' 2-1r1' Y NIC T 0.40' 0.54' 0.324' Embadnee MF Nd• 1.914` IV,1-114' i•tl{' /-tN' 1-114- 1.1/4 1.114' 7 1-3W 1J19 wiga 2Anchors CMin O.C.112) 2.s Anye L$. / (Fl0 Ik 3 .17ooto rEr11 27016s 29014 334 b. 7401. 374 Ite T2o G 919 •. 341 14 44214 590 b.4-- 0 3.5MN O.C./R)2.5An*C"1". 2j 790 W 790 ka 790141116. 2625 b 54014 55014 WA 112014 74916. 990IW 1992 Ns 99216. 99516. 11201ba 4 Anchors 271' Wn O.C.I W 295 Al q / . 3r 1120 ore /72D V. 958V. 2246 •. 2254 4 WA 94C Oa WA 105914 WA 1320 to WA 1022 4w 1327 be 1990Io. FLNUHUKL:AYAVIITAWWIMen1 rVK1euLA: (DR—) X / ANCHOR CAP.,,o,,,,,,� =ANCHOR CAP.— MU LLION USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REOUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. W� K I O 0: ti z ori Lu z r z Z a a �g .ZmOm PRODUCT REVISED as co 9CClYingawith the Florida Bulldin aadd NOA-No. 17-0630.01 expiration Data 05/26/2021 FIGURE 1: TABLE NOTES: EEI 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 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@*23.9 a • • • • VBAY ��1t1 Y LY HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET% 21-23. • • • • .126"oNNN• • • • •FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • •4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -j • • • • :.�.' NO. 58705FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK (18 GAUGE). STRUCTURAL STEEL TO BE ATLEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFVS BEYOND TATE F� a• THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18$ S.S. OR 410 S.S. • • • • • • • • • �i C�s-'•F�ORI_D_ P.. •'G��: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. :0.A.0 • • • • • • • • • �� • • • • • • • • • • a • • • A.79 11 A141E1�•�P.E. • • • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --� 1.000' r-- ,25' 2OCO' t It ' 125" V X 2'X.1125'MULLION 8083T8 ALUM. X -SECTION - 1.000- I 125' 2.0100 L 375 ' 1' X 2' X .375' MULL ON 6063-T8 ALUM. X -SECTION II STANDARD CLIP 2.000' I 6083 -TB ALUM. XSECTION Angle Clip 1" X 7' X.126 (5) I F. 125' 666243M 666511M 1" X 2' X.375' (6) 5.500" C11T HERETO .375" .375,T�3.125_I _ CREATE FCUP, SEE MIN. MIN r DETAIL F, SHEET 4 I r-------� r-------� I tj L__.J L_______J 0 STANDARD CLIP 806376 ALUM. CENTER OF ANCHOR HOLE MUSTUE TOPMEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/18'. .375' .375 I MIN. M.M. I I I I I B � I I 1 I I I I I I I I I I 125' I 2125 UCUP 608378 ALUM. X -SECTION 125' I E �•1 .740" F-- 338'MIN. A U -CLIP 6063-T8 ALUM. TOPVIEW ZWHNTER OF ANCHOR LE MUST LIE IN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER - 1/16'. TART F R 1' X 2.75' X .850' MULLION 6083-T8 ALUM. XSECTICN -1 I-.125" 2X5 ANGLE CUP 6063-T6 ALUM. 2.00(r XSECTION L .125 1�----5.000' I .376' MIN. 2XS ANGLE CLIP 6063-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/18'. Mull Dimension (sheet#) Mullion PGT Part 1) Sit. Clip OfldetClip UClip Angle Clip 1" X 7' X.126 (5) 66605 688113M 6661118M 666243M 666511M 1" X 2' X.375' (6) 666006 666114M 6661119M 660244M 668512M VX2.76X.376(7) 66607 666115M 6661120M 666245M 66W13M 1"X2.75'X.650'(8) 66808 666116M 666112114 &66W40V JW414M 1- X 3.125" X.500" (9) 66637M 6661116M 686111 666242 1 1.26 X3.188" X.266 (12) 66641M 6661117M 8861113 6862 11 2.625 1.26' X 2.11- X.125' (18) 69370 WA WA 1.762 6MI7'M TABLE A r-,.266" I 1.125" 2.,16. L .125 .500' 1 1.29"X 2.11' X.125' MU WON 8063.78 ALUM XSECT10N Dimension Value On) For Mullion: A 1.025 1' X2* X.125" Aluminum Tube Mullion 0 2654 C 0,895 D 0.740 A 1,125 1'X2' X.375' Aluminum Tube Mullion B 2,404 C 0.635 D 0.490 A 1.875 11" X276" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1' X 2.75" X .850' Aluminium Tube Mullion B 3.000 C 0.478 D 0.838 1' X3.125" X .500' Alum Tube Mull 2837 0.863 1.137 EA2000 2.625 1.26X3.188' X.285' Alum Tube Mull 3.282 1.762 A• • • 1.813 1.26' X 2.11' .121'Alurni Tube Mull OFFSET CLIP NOTES: 60113T8 ALUM. TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN 41MfAiS SHEET, • • • • 2) SEE SHEETS 5-9,12 E 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS IA14JHOR p.C. DIj4TAN CE. � � • • • : 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eomplYing with the Florida Building Z�oodde NOA-No. 17-0630.01 Expiration Data 05/26/2021 By Miam Product Control �o .......... � CICENSF'•. `�F �� * No.58705 ITTE, T A. 1.26'X 3.25* X.100` 126X 3.26'X.624' MULLION MULLION 6005 -TS ALUM. 6005-T5 ALUM X -SECTION X -SECTION .385' .375' 1'X4'X3T5 'r•MULuoN 8063-T6 ALUM. XSECTION 1.250" 3.44' 100' _� ^ i .620' N- 1.25' X 3.94' X .824' MULLION 800ST5 ALUM. X -SECTION I / 1 125 .125 30' 3.250745' BAY MULUo 30' BAY MULLION 6053 -TB ALUM. =13 -TO ALUM. I X -SECTION %SECTION .228'J �-.OBr-i T -1 228' ,981'-4 4 __.. 740' ON IIIc n TANDARDCUP 2.00 .125 56063 -TU ALUM. 2.126` 2.000. 2X5 ANGLE CLIP �Y X -SECTION I UCLIP 6063.T6 ALUM. 6ALUM. X -SECTION 125125' X -SECTION . N a U Z 01 1 ,25"� O .376" MIN. / Y STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN TI IE DASHED BOUNDARY. SEE TOPMEW SHEETS 10-17 FOR THE ANCHOR O.C, DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. I 1 I I 1 I I I I 1 I 1 I I 1 I I 1 1 L � I NOTES: i 375' I I I H OFFSET CLIP 8083-T8 ALUM TOPVIEW CENTER Of ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116. 4 For Mullion: .375' .37S I-CTO 3.125' y _CREATEREATE F1YIP. SEE .375' --I MIN. I DETAm. F. SHEET 4 1 MUST UE WITHIN 3.000 THE DASHED F BOUNDARY. SEE F SHEETS 10.17 1 1 1 I 1 I FOR THE 1 I 1 I I I ANCHOR O.C. 1.500 175--- 1 1 I 1 I I I }I i I 1 I 1 I ANCHOR HOLE 2.813 DIAMETER: F 1 I 1 1 1 t I I I I I I I I U -CLIP F 6063-T8 ALUM. I I I I I I TDPVIEW I 1 I i I I TARI_F C .376" MIN. / Y STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN TI IE DASHED BOUNDARY. SEE TOPMEW SHEETS 10-17 FOR THE ANCHOR O.C, DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. I 1 I I 1 I I I I 1 I 1 I I 1 I I 1 1 L � I NOTES: i 375' I I I H OFFSET CLIP 8083-T8 ALUM TOPVIEW CENTER Of ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116. 4 For Mullion: .375' 3.25' 1.25M.26' 1 4 X CENTER OF 1.000 ANCHOR HOLE 1 MUST UE WITHIN 3.000 THE DASHED F BOUNDARY. SEE F SHEETS 10.17 E FOR THE H 2.430 ANCHOR O.C. 1.500 DISTANCE 1 MAXIMUM 1 ANCHOR HOLE 2.813 DIAMETER: F ANCHOR 45' Be Mum DIAMETER a 1/18'. U -CLIP 6063-T8 ALUM. TDPVIEW TARI_F C 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSM& RESTRICTIONS GIVEN ON THIS SHEET. • • 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • Dimension Value (In) For Mullion: F 3.25' 1.25M.26' 1 4 X G 1.000 .125' Aluminum H 2.660 1 3.000 Tlbe Mullion F 3.187 1" X4' X G 0.757 .375 Alumnum H 2.430 H 1.500 Tuba S'r 1 3.260 12SX3.25' KI 2.813 X.10('Alminum F 2.875 45' Be Mum Tube Mullion YAM[ O n r_____________________1 I I --------------------- I I I 1 I i I I I I I I I I 1 I I I I I TABLE C. CONT_ Dimenslon Value (In) For Mullion: F 1.938 3.25' 1.25M.26' G 0.500 X.824' H 1.438 Aluminum 1 3.250 Tube Mullion F 2.625 1.25' X 3.94' G 1.125 X.824' H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30' Ba Mum F 2.875 45' Be Mum MIN. 2X5 ANGLE CLIP g 6063.78 ALUM. - g IY m C TOPMEW ,1 � �- PRODUCT REVISED as complying with the Florida6aildmg Cod• NO/MNo- 17-0630.01 Expiration Date 05/2612021 0 By w Mlam ade uc Control U) a U z 16 ..1111111x11/,. (allwlMr • • • M • 060T Parts m. Dip Offset CUP UCBp Angie Clip 1' X4o)R125•(10)9 0 611111UP164 W6111M 6MI12211 6B8.141M 66661611 .�o�•, P. 70NAL G �� 1 1123M W6242M 66661911 P X 4` X.377"r(11) 66663 660112M 6661123M 656242M 666619M 12S X3.26' X.100' (13) 20160/20312 6661127M W61124M 6662410M 8885115M 128' X3.25 X.024'(14) 20161/20316 OW1128M 5661125M 686241111 866511811 1."ft94' X. 40182 OM117M 601128M 66824111 aM17M Degree (19) W AWA 666S110M •45060" (20)0 • 6 50 • - 141.9 WA 6866111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NC.88705 *' n �l,•/'(V�� ST TEo .�o�•, P. 70NAL G �� a 'E A. LYNN MILLER, P.E. 0 FL P.E.# 58705 TABLE E .375 MIN ------------ 1 I I ------------ Mull Dime" n PO7 Parti 4 (sheet#) Mullion Std. ClipI U -Clip Angle Clip 'j f--•125' r X4' X.25" (10)l 68602 666261M 668271M 6665112M j I ___1___ 2'XVX.25"(17) F60604 666262M 666972M 6865113M 1 STANDARD CLIP 2.000" SW3-T5 ALUM. XSECTION NOTES: I .125' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490" 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4.000" .250"D2" X 4' X.26' MULLION 6063 -TB ALUM. X -SECTION .250' .375 MIN. qY- j --2000"--j .375" Med. I I I 6.000'- I I I 2'X6'X25' MULLION 8063.78 ALUM. I XSFC-n04 5.500 CUTHERETO 3.500' CREATE F -CUP, E SEE DETAIL F, r-SHEET4 .375 MIN ------------ 1 I I ------------ I I I I i � I I I 1 II I I J j L_ ______ ___1___ _______ 1 I�- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPMEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE �DIAMETEFL• ANCHOR DIAMETER + 1716'. -)i 5.500'--- CUT HERE TO \ CREATEF-CLIP, L.375" fL r_SEE DETAIL F,SHEET 4 MIN. - -- ------------ I I I I I 1 1 1 4.888' I5.438' I 1 I I i STANDARD CLIP 8063-T6 ALUM. TOP VIEW I I + 3.438" I U -CUP, 6063 -TS ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. . DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + IMS'. .375" 1 I I * 5.438' • I • • •e• U -CLIP • 6063 -Te ALUFf • • USED FOR 2" X 6- MULLION. SAEEi 1* • TOPVIEW •-1 • --i : ^-125" i 2X5 ANGLE CUP 6063 -TS ALUM. 2,000" XSECTION 125" 1 .375 MIN. F___ _.-_-.-____________1 I 1 I I I 1 I 1 1 I I I I I .375' N MIN. 2X5 ANGLE CLIP C04TEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCFOR DIAMETER r 1618'. r---------------------1 I I I I I I I 1 I 1 I I I t L_____________________J • • • • 2)A:.LE CUP • • • V 6683-14ALUM. • • • • • •IOWEW ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. .f PRODUCT REVISED Bu•a Bdcoin• Codmplyings with the Fbrida NOA-No. 17-0630.01 (Expiration oat 5/26!2021 By i l Miam" a Product Contra * No. 58705 . ,375' MIN. 0 r AST S7 O f •' �4Li i tis ''•R,<ORIDP,.•'G\�� 1.�N�`AL A.LYINMN1k.1 P.E. FL P.F.# 58705 U -CUP 2.125 I 6063-T6 ALUM. X -SECTION .125' I I + 3.438" I U -CUP, 6063 -TS ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. . DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + IMS'. .375" 1 I I * 5.438' • I • • •e• U -CLIP • 6063 -Te ALUFf • • USED FOR 2" X 6- MULLION. SAEEi 1* • TOPVIEW •-1 • --i : ^-125" i 2X5 ANGLE CUP 6063 -TS ALUM. 2,000" XSECTION 125" 1 .375 MIN. F___ _.-_-.-____________1 I 1 I I I 1 I 1 1 I I I I I .375' N MIN. 2X5 ANGLE CLIP C04TEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCFOR DIAMETER r 1618'. r---------------------1 I I I I I I I 1 I 1 I I I t L_____________________J • • • • 2)A:.LE CUP • • • V 6683-14ALUM. • • • • • •IOWEW ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. .f PRODUCT REVISED Bu•a Bdcoin• Codmplyings with the Fbrida NOA-No. 17-0630.01 (Expiration oat 5/26!2021 By i l Miam" a Product Contra * No. 58705 . ,375' MIN. 0 r AST S7 O f •' �4Li i tis ''•R,<ORIDP,.•'G\�� 1.�N�`AL A.LYINMN1k.1 P.E. FL P.F.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. n SHEET ij INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH i5 32'+72'+1'106' AND THE OPENING WIDTH IS 36+38'+1'-73. REFERENCING SHEET 25. BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-&B"AND WILL N HEAD ABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1•=65'. REFERENCING 25. THE COLUMN USING 1) INITIALLY IALLY ASSUMING THAT A WIDE MULLION IS SURWG RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114' AND WILL MEET OR EXCEED THE REQUIRED g " FROM TABLE 3A, SHEET 7, THE 1•X 2.75'X.375- MULLION (LENGTH = 108", OPENING WIDTH = 807 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS H-15.1 PSF NO ANCHORS --- AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. DESIGN PRESSURE OF +60.%-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE 9 2.1 -- -F �O NOi 73' AS PREVIOUSLY a K mL ' ]' - SEE PRODUCT REVISED SEE FROM TABLE 3A SHEET 7, THE 1"X 2.75' X.375- MULLION (LENGTH .72', OPENING W DTH - 707 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +b,58.3 PSF AND WOULD w O CONCRETE HEADER AND SILL ARE 8• WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. FENFSTRAnDH USING THE STANDARD CLIP WITH (6) 3/18• ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-M' GIVES AN ANCHOR CAPACITY OF 105C LOS WHICH IS GREATER, AND DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. �- F`Y FOR THE HORIZONTAL MULLIONS: w 81iam • ro uc PRODUCTS APPFtwu� K SHEETS 2a FROM TABLE 4A SHEET S. THE 1" X 2.75" X .650' MULLION (LENGTH = 72-, OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REOUIREMENTS FOR THE 0 - ce USED. FROM TABLE 12A, SHEET 16, THE 2- X 4- X.250- MULLION (S LENGTH - 42", OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE N 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8- T2. WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF B36 LBS. MULLION LENGTH 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANC4ORS AND THE 2X5 4) FOR THE UZUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANRHOR CAPACITY OF. W:LB.ZTARLE WB ftR tE U -CUP SHOWS THE ANCHOR o ' �\ ; '• LICENSE •'• �� '6 � U y ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • • _; .* := No. 58705 - FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS: ;•� +/-64.7 PSF FROM THE VERT -:CAL MULLION; W-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CPdU; Qr/72-3 +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (tNTERSECTIONI THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. • • • • • • • . • • • : F �i F '•.;°COR10?`..•' \_� ` ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. Z VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLIO SR' E LOr D STGNPRE2S3 � 11QIjU j L�i FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES TTITIE 6 TH MViI. N qP�j 7}S�` FEFIES'TF& ON RO�UCT BE INSTALLED IN Tz A L�jNl�lc� P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FINES PROM- - TO Z ION. • • • W VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, VJI1. W3) U) APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ' IN THIS EXAMPLE, THEDESIGNPRESSURE REQUIRED WAS -/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W Oo W111 11LL THE CAPACITY ADJUSTMENTZ MU CALCULATE CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: LU 3r --y � (-- I-MULL'MDTH TNCHOR 46 F- ..-- -•IN -OPENING NDTH (6p p 1X (R g LgS(MpY BES USED O QUALIFY # 10 STEELS CREWS FROM ABLE PS / 4� EXAMPLE 2: MULTIPLE MULLIONS ��- SEE SEE DETAILS. DETAIL E. SHEETS 2-+ SHEET ij INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH i5 32'+72'+1'106' AND THE OPENING WIDTH IS 36+38'+1'-73. REFERENCING SHEET 25. BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-&B"AND WILL Z N INE COLUMN USING RECTANGULAR LOADING SHALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAILASLE. SEE FROM TABLE 3A, SHEET 7, THE 1•X 2.75'X.375- MULLION (LENGTH = 108", OPENING WIDTH = 807 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS H-15.1 PSF DETAILS, AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. SHEETS FROM TABLE 12A, SHEET 16, THE 2' X 4• X .250' MULLION (LENGT-1 =108", OPENING WIOTH n 807 HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 2.1 3e', -RIZ 3e', H041Z. • J MULL LENGTH MULL 11"TH F - OPENING WIDTH FOR VERTICAL MULL--' I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8', THE OPENING REQUIRES A `$ DESIGN PRESSURE OF +50.0145.0 PSF. Q FOR THE VERTICAL MULLION: Q ply N ij INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH i5 32'+72'+1'106' AND THE OPENING WIDTH IS 36+38'+1'-73. REFERENCING SHEET 25. BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-&B"AND WILL Z N INE COLUMN USING RECTANGULAR LOADING SHALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAILASLE. LU 07 -1 FROM TABLE 3A, SHEET 7, THE 1•X 2.75'X.375- MULLION (LENGTH = 108", OPENING WIDTH = 807 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS H-15.1 PSF I V C AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. < Q F XX FROM TABLE 12A, SHEET 16, THE 2' X 4• X .250' MULLION (LENGT-1 =108", OPENING WIOTH n 807 HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d W Z 01 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �O NOi 73' AS PREVIOUSLY a K mL ' ]' - BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2'+74', ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED THE 73' DIMENSION (35.12'+35.101'12"=737. Bu=jnq wi th the Florida Code 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NOA -No. 17-0630.01 OA- CONCRETE HEADER AND SILL ARE 8• WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/18• ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-M' GIVES AN ANCHOR CAPACITY OF 105C LOS WHICH IS GREATER, AND E-piratl- Data 05/2612021 THEREFORE SUITABLE, FOR THE REWIRED ANCHOR CAPACITY OF 971 LBS. O _ By FOR THE HORIZONTAL MULLIONS: w 81iam • ro uc BECAUSE THE THE VERTICAL MULL WILL BEA 2"X 4' X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER K MUWON TYPE COULD BE CHOSEN. m 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72'+2' =106". REFERENCING SHEET 25, THE COLUMN USING TRAPE701DAUTPJANGULAR LOADING MAY BE 0 USED. FROM TABLE 12A, SHEET 16, THE 2- X 4- X.250- MULLION (S LENGTH - 42", OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8- i WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w 1 1 11 1111 ANCHOR CAPACITY OF 521 LBS. • • 090 • • • • • • • • • . . �� NV LYN � � ` baa......... Nei 4) FOR THE UZUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANRHOR CAPACITY OF. W:LB.ZTARLE WB ftR tE U -CUP SHOWS THE ANCHOR o ' �\ ; '• LICENSE •'• �� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,. FOR •HE RI QUIUED•NCYIOR"ACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • • _; .* := No. 58705 - FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS: ;•� +/-64.7 PSF FROM THE VERT -:CAL MULLION; W-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CPdU; %fix, '., ATE ••[(0�� +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (tNTERSECTIONI THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. • • • • • • • . • • • : F �i F '•.;°COR10?`..•' \_� ` �''�;s�O/VAL S, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLIO SR' E LOr D STGNPRE2S3 � 11QIjU j L�i FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES TTITIE 6 TH MViI. N qP�j 7}S�` FEFIES'TF& ON RO�UCT BE INSTALLED IN Tz A L�jNl�lc� P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FINES PROM- - TO Z ION. • • • Q FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: zG e' 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I s� a PW O z Z O CONFIGURATIONS. N t i N U } 111 CONFIGURATIONS NOT SHOWN 1/1'// • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I s� a N LOADING OF HORIZONTAL MULLION Q z Z p FQ-aZ a0 iD PW a L W 8�d U) Z N W U O Q 3 O SHIDH c0i / 4 PRODUCT REVISED Building ing with the Florida Bu Building Cod• NOA-No. 17-0630.01 V HR - Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING �W�ZONTAL Byp ePro Product— NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW O z Z O CONFIGURATIONS. N t i N U } 111 CONFIGURATIONS NOT SHOWN 1/1'// • • • • D �I • • • • • • • to •• �Iom �► m • LT • • • • RECTANGULAR LOADING. �,•-�ENSR'•<<� W \� • • • a me • •31SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. O (n 10,x1'�.. TA 0 !(41i: G G Z = ZgU LOADING OF VERTICAL MULLIONw 0 U•g W � Z N LOADING OF HORIZONTAL MULLION Q z Z p FQ-aZ a0 iD PW a L W 8�d U) Z N W U O Q 3 O SHIDH c0i / 4 PRODUCT REVISED Building ing with the Florida Bu Building Cod• NOA-No. 17-0630.01 V HR - Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING �W�ZONTAL Byp ePro Product— NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL LOADING OF VERTICAL, t t t • • t•o�DING�F r1bR11bNr.� i i i � NNIhijkL NAL �` MULLION • • • • • N t • • A. LFL REM 58705 P.E. ••• PW • • • CONFIGURATIONS. • • CONFIGURATIONS NOT SHOWN 1/1'// • • • • /�I0/ �I • • • • • • • • •• �Iom �► 4-0 • • • • • • RECTANGULAR LOADING. LOADING OF VERTICAL, t t t • • t•o�DING�F r1bR11bNr.� i i i � NNIhijkL NAL �` MULLION • • • • • N t • • A. LFL REM 58705 P.E. ••• PW • • • CONFIGURATIONS. • • CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM • • • • • • THOSE SHOWN. • • • • • • • • •• • • "IF THE LOADING TYPE CANNOT�`` • BE DETERMINED, USE NY LY �'�•, ��.``,•\�_ •-"""•• • • • • • • RECTANGULAR LOADING. �,•-�ENSR'•<<� \� • • • • • • • •31SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. * .' NO. 58705 10,x1'�.. TA !(41i: LOADING OF VERTICAL, t t t • • t•o�DING�F r1bR11bNr.� i i i � NNIhijkL NAL �` MULLION • • • • • N t • • A. LFL REM 58705 P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •