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WS-17-2222Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-17-2222 PerPermit Type: WindowslShutters 111 1 oric Classification: Window/Door Replacelm Pennif Status: APPROVED Issue Date: 9/22/2017 Expiration: 03/21/2018 Parcel Number Applicant 1507 NE 105 Street Number: 1-8 Miami Shores, FL 1122300530560 Block: Lot: EFRAM ABRAMS Owner Information Address Phone Cell EFRAM ABRAMS 1507 NE 105 Street MIAMI SHORES FL 33138- (914)419-6328 1507 NE 105 Street MIAMI SHORES FL 33138- Contractors) BNT SERVICES INC Phone (954)233-0126 CeII Phone Valuation: Total Sq Feet: $ 2,885.81 0 Type of Work: RIR 5 WINDOWS WITH IMPACT RESISTANT No of Openings: 5 Additional Info: RIR 5 WINDOWS WITH IMPACT RESISTANT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.80 $2.25 $2.25 $0.60 $150.00 $80.00 $9.00 $2.40 $248.30 Pay Date Pay Type Invoice # WS-9-17-65067 09/05/2017 Check #: 5712 09/22/2017 Check #: 5774 Amt Paid Amt Due $ 50.00 $ 198.30 $ 198.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Building 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 construc on . nd zo g Futhermore, I authorize the above -named contractor to do the work stated. September 22, 2017 thoriz d Sig ature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 22, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED SEP Q2017 BY: Jam, FBC 2014 sfir Master Permit No. WS 11-12- 2-2- Sub Permit No. •BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1507 NE 105 ST UNIT 1-8 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2230-053-0560 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EFRAM & VALERIA ABRAMS Address: 1507 NE 105 ST UNIT 1-8 Phone#: 914-419-6328 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: BNT SERVICES, INC Address: 5302 NW 64TH WAY Phone#: 954-233-0126 City: CORAL SPRINGS State: FL Qualifier Name: THOMAS ZESCHKE Zip: 33067 Phone#: 954-233-0126 State Certification or Registration #: SCC131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2385.$( Square/Linear Footage of Work: Type of Work: ❑ Addition ❑� Alteration ❑ New ❑ Repair/Replace n Demolition Description of Work: Me— % U f iroouS v( te•ofiGr LE-s11-t-ow.< Specify; color of color thru tile: Submittal:Fee $ 5OPO d Permit Fee $ (66 , rA CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ C Bond $ TOTAL FEE NOW DUE $ )9-a . 30 'Qevised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature k COWNER'or AGENT The foregoing instrument was acknowledged before me this 30 day of c-CeeA ArhAt,5 me or who has produced , 20 11 by , who is personally known to nd who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: *********** 4,10 aw-I-•-I. APPROVED BY (Revised02/24/2014) ALEXANDER HUYNH MY COMMISSION #FF935395 EXPIRES: NOV 11, 2019 Bonded through 1st Site Insurance as Signature CONTRACTOR The foregoing instrument was acknowledged before me this "0 day of htJ54,9— , 20 C7 , by rtimmt 4►S 7 e3 cAl c. , who is pEona y kno o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***************************** Plans Examiner ALEXANDER HUYNH MY COMMISSION #FF935395 EXPIRES: NOV 11, 2019 Bonded through 1st State Insurance ********** Zoning Structural Review Clerk 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). Acknowledgement: Qualifier/Owner Signature Date Print Name Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2230-053-0560 Property Address: 1507 NE 105 ST UNIT: 1-8 Miami Shores, FL 33138-2114 Owner EFRAM H ABRAMS VALERIA ABRAMS Mailing Address 1507 NE 105 ST # 1-8 MIAMI SHORES, FL 33138 USA PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds/Baths/Half 2/2/1 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 1,507 Sq.Ft Adjusted Area 1,507 Sq.Ft Lot Size 0 Sq.Ft Year Built 1970 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $210,868 $188,275 $150,620 Assessed Value $115,627 $113,249' $112,462 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $95,241 $75,026 $38,158 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description HARBOUR CLUB VILLAS CONDO TOWNHOUSE 1-8 UNDIV 1/79TH INT IN COMMON ELEMENTS CLERKS FILES 69R143006 & 70R100201 Page 1 of 2 Generated On : 9/5/2017 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $65,627 $63,249 $62,462 School Board Exemption Value $25,000 $25,000 $25,000 $87,462 Taxable Value $90,627 $88,249 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $65,627 $63,249 $62,462 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $65,627 $63,249 $62,462 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 04/26/2012 $125,000 28113 1121 Qual by exam of deed 12/01/2000 $113,300 19428 0219 Sales which are qualified 12/01/1990 $0 14857- 1929 Sales which are disqualified as a result of examination of the deed 08/01/1990 $65,000 14695 1622 Sales which are qualified http://www.miamidade.gov/propertysearch/ The r)ffire of the Prnnertv Annreiser is rnntini ially eriitinn anr1 i inriatinn the taY rnll This wahsite may not raflert the most ri irrent infnrmatinn nn rernrri The Prnnertv Annraiser 9/5/2017 WS 11- 77-22 RECEIVED BNT SERVICES INC 5302 NW 64TH WAY EP 2B11 CORAL SPRINGS, FL 33067 AAA. (954)233-0126 info@bntserve.com IMPACT WINDOWS e PO�RS • • • • • • • •••• • • • • • BILL TO SHIP TO INVOIM # 63455 •• • • • • EFRAM ABRAMS EFRAM ABRAMS 1507 NE 105th St 1507 NE 105th St Miami Shores, FL 33138 Miami Shores, FL 33138 ACTIVITY MATERIALS; PGT 700 SERIES SINGLE HUNG (3 PIECES) (2 IN FRONT, 1 IN KITCHEN) PGT 710 SERIES HORIZONTAL ROLLERS (2 PIECES) (IN BEDROOMS - FRONT/REAR) PGT MULL BAR (1 PIECES) FRONT WINDOW DIVIDER Frames: Aluminum Color Bronze Glass: Laminated Impact Glass Tint: none/clear/no low-e !at! "asti it2olt • • • • • OUE IE. 08/21/20;7. • • "frifilY4 °Net 107 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 00 • • • • • • • • • 7 70,10U:A 0.00 • AS PER MATERIALS SHEET; LABOR - R/R Windows (5 Units, 1 Mulls) 1 0.00 0.00 PERMIT PACKAGE - Runner/Notary/Engineering/Inspection Services - 1 0.00 0.00 NOTED: REMOVAL/REINSTALL SECURTY BARS (1 UNIT) 1 0.00 0.00 1 4,122.59 4,122.59 PAYMENT BALANCE DUE 1,236.78 $2,88581 • 8/1/2017 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2230-053-0560 Property Address: 1507 NE 105 ST UNIT: 1-8 Miami Shores, FL 33138-2114 Owner EFRAM H ABRAMS VALERIA ABRAMS Mailing Address 1507 NE 105 ST # 1-8 MIAMI SHORES, FL 33138 USA PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths l Half 2/2/1 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 1,507 Sq.Ft Adjusted Area 1,507 Sq.Ft Lot Size 0 Sq.Ft Year Built 1970 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $210,868 $188,275 $150,620 Assessed Value $115,627 $113,249 $112,462 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $95,241 $75,026 $38,158 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ( .e. County, School Board, City, Regional). Short Legal Description HARBOUR CLUB VILLAS CONDO TOWNHOUSE 1-8 UNDIV 1/79TH INT IN COMMON ELEMENTS CLERKS FILES 69R143006 & 70R100201 Generated On : 8/1/2017 Taxable Value information _ • • 1 2017 ••••2116 1fl15 County • J • • Exemption Value $50,000 • $50,00D S150,000 •••• Taxable Value $65,627 .• $63,t4.9 862,462 School Board • • • • • • • Exemption Value $25,000 $25,000 $25,000 Taxable Value $90,627 $88,249 $87,462 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $65,627 $63,249 $62,462 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $65,627 $63,249, $62,462 Sales Information Previous Sale Price OR Book- Page Qualification Description 04/26/2012 $125,000 28113 1121 Qual by exam of deed 12/01/2000 $113,300 19428 0219 Sales which are qualified 12/01/1990 $0 14857- 1929 Sales which are disqualified as a result of examination of the deed 08/01/1990 $65,000 14695- 1622 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. Thi 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. • • • • • • • • • • • • • •• • • • • • • FLORIDA BUILDING CODE 5th Ed. (2014)/ASCE 7-10 DESIGN PRESSURE CHART FOR C•MPONENTS AND CLADDIN •G-CRITICALICOtIQITION WORST CASE For Buildings _ = n R, • ' , t of 0 Feet er Lress • • • �- D SIG RESSU'' FOR INTERIO L:- one • • •fta,FSIa&JaRls:SSURES F8R EXTERIOR ZONES ("Zone • Man Roof Height Tributary Area (sq. ft) : i Arab R f ; ; ; • ; • \ Height Tributary Area (sq. ft) J (ft) 10 15 20.0 25 30 35 40 45 50 (ftl 10 15 20 25 30 35 40 45 50 15 48.6 47.3 46.4 45.7 45.1 44.6 44.4.43. -g8.1! • 43.5 c5 • > • 4�2� • • 47.3 • I6.4 Z5i7 45.1 44.6 44.2 43.9 43.5 -52.7 -51.4 -50.5 .";49.8 -493 -48.8 -48.a �7.6• -63.4 •-6!.5 40.7 6-593 -58.1 -57.2 -56.3 -55.6 -54.9 16 49.2 47.9 ,t46.9 46.2 45.6 +.45.2 44.t • E4.4.4'4.0 16 ' 413.j • 47.9.14,9 46.2 45.6 45.2 44.7 44.4 44.0 -53.3 -52.0 -5L1 -50.4 -49.8 -;493 ?-48.9 -48.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 17 49.7 48.4 47.4 46.7 ,46.1 1.45.6 i 45.2 44.8 44.5 17 • 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 -53.9 -52A 51.6 -50.9 ; -503 1%49.8 1'49.4 -49No -48.7s -66,E -69.1• • 62_P •60.6 -59.4 -58.4 57,6 -56.8 -56.1 18 50.2 48.9 47.9 47.2 46.6 146.1 `: 45.7 . 45t � 41119 •103 58 48.9 47.91 •47.2 46.6 46.1 45.7 45.3 44.9 -54.4 -53.1 -52.2 -51.4 -50.8 "-503 1-49.9 49.51 ••• a-49.2. • •.2. • -61.2 •-64.5 -62.7 •61.2 -60.0 -59.0 -58.1 -57.4 -56.7 19 20 50.6 493 48.4 47.6 47.0 46.5 46.1 ` 45.7 Z 453 319 „ 50.6 49.3 482 47.6 47.0 46.5 46.1 45.7 45.3 51.1 _ 4 49.8 -A2 7 „1L3_ s1 L-la ,-49.6 i , f,. ' ;67.8 ,-65.1 -633�1.8 -60.6 -59.6 -58.7 57.9 -57.2 48.8 48.1 47.5 46.9 `-50.) 46.5 46.1 45r-0' -50.1� 4 141.1 f 49.8 48.8 48.1 47.5 46.9 46.5 46.1 _ 45.8 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 6&4 1„b5.7 -63 8 P623 61.1 -60.1 -59.2 -58.4 -57.7_ 2�-2-- -56.1 50.6 49.6 48-9 - 46.5 22 az.0 50.6 49.6 , 48.9 48. 46.5 -55.0 -54.0 -53.3 -52.6 -52.1 -5L7 -51.3 -50.9 -69.6 -66.8 -64.9 '63:4 ;-62.1 -61.1 -60.2 -59.4 -58.7 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -525 -52.1 -51.7 -70.6 -67.8 -65.9 -643 -63.1 -62.0 -61.1 -60.3 -59.6 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 28 54.2 52.8 51.7 51.0 50.3 49.8 493 48.9 48.5 28 54.2 52.8 51.7 51.0 50.3 493 48.9 48.549.8 48 -58.8 -573-56.3 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 30 54.8 53.4 52.4 51.6 50.9 .50A 49.9 49.5 49.1 30 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -595 -5&0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 -73.4 -70.5 -58.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 - 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 F 49.7 -60.2 -58.7 -57.7 -56.9 -56.2 --55.6 -55.2 -54.7 -54.4 -743 -713 -693 -67.6 -663 -65.2 -64.3 -63.4 -62.6 34 56.0 54.6 53.5 52.7 52.0 `'513 "'51.0 50.6 50.2 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 501 -60.8 -593 -583 -57.5 -56.8 "-56.2 I-55.7 553 ;54.9 -75.0 -72.1 -70.0 -68.4 -67.0 -65.9 -64.9 -64.1 -633 36 56.6 55.1 54.1 53.2 52.6 -,51.5 56.6 55.1 54.1 53.2 52.6 52.0 51.5 5L1 50.7 -61.4-59.9 -58.8 -5&0 -57.4 -56.8 ;.`56.3 =55.9 55.5 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 38 57.1 55.6 54.6 53.7 53:1 _52.5 52.0 p 51.6 51.2 38 4 jY 57.1 55.6 54.6 53.7 53.1 52.5 52.0 5L6 51.2 -62.0 -605 -59.4 -5&6 -57.9-57.3 .-56.8 t;-56.4 :56.0 -76.5 -73.5 -71.4 -69.7 -683 -67.2 -66.2 -653 -64.6 40 57.6 56.1 55.1 54.2 53.5 '53.0 _ 52.5 52.0 '51.6 . j4F0,. - /57.6 e;56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -573 -569 -56.5 ;7771 /-74.2 , 72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 44 5&6 4-57.1 , 56.0 '55.1 54.4 53.8 53.3 52.9 52.5 -63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -583 -57.8 -57.4 -78.5 -75.4 `73.2 ;-71:5 c`70.1 -689 -67.9 -67.0 -66.2 48 59.5 57.9 - 5&8 56.0 55.3 54.7 54.1 53.7 '53.3 48 59.5 57.9 58.8 56.0'553 154.7 i,54.1 53.7 53.3 -64.5 =63.0 -61.9 -61.0 -603 -59.7 -59.2 -58.7 -583 -79.7 -76.5 -743 -72.6 -71.2 *=70.0 '-69.0 - -68.0 -67.2 52 " 603 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 52 603 58.7 -57.6 56.7 56.0 55.4 549 ',54.4 54.0 -65.5 -63.9 -62.7 -61.9 -61.1 -60.5 -60.0 -59.6 -59.1 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 -663 -64.7 -63.5 -62.7 -61.9 -613 -60.8 -60.3 -59.9 '-81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 -69.9 -69.1 60 61.9 60.2 59.1 581 57.4 56.8 563 55.8 55.4 60 61.9 60.2 59.1 581 57A 56.8 56.3 55.8 55.4 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 613 -61.1 -60.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 GENERAL NOTES 1 These tables apply to walls and vertical surfaces only. 2 Permit holder responsible for use of tables and building department official to verify values and coefficients listed herein. 3 Tables intended to illustrate design wind pressures as listed and no other warranty or certification is intended or applicable. 4 Docurnent is considered property of MW Engineering, Inc., and Mark E. Weber, P.E. as such cannot be reproduced in whole or part without express written consent. NIW ENGINEERING, INC. 6810 North State Road 7 Office: 954-617-8143 Coconut Creek, Florida 33073 Cell: 561-305-0476 Ultimate Wind Speed (mph): Exposure Category: Risk Category. Topographic Factor (Kzt): Directionality Factor (Kd): 6810 North State Road 7 Coconut Creek, Florida 33073 Phone: 954-617-8143 CA #30702 175 0 2 1.0 (Flat Terrain) 0.85 GENERAL NOTES 1 Wind Speed, Vult 3-second gust 2 Risk Category: 2 (General Residential and Commercial Const) 3 building official and product approvals before use 4 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local 5 Enclosed Building: Gcpi = 0 In; onsult Engineer for other conditions 6 Tables to be used in conformance with Allowable Stress Design (ASD) method and in conformance with ASCE 7-10 and as outlined herein. 7 These tables are NOT site specific 8 Charts ONLY valid if signed by Mark E. Weber, PE. INSTRUCTIONS 1 Tables depict worst case design pressures, with unknown variables at critical condition. 2 Tables are valid for any roof slope. Where reductions for roof slope less than 10 degrees; consult Engineer for site specific analysis. 3 Determine average roof height If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Determine the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 For area between structural mullions; use as tnbutary area. 6 Determine the Zone as Interior 4, or Exterior 5). An opening with any portion with closer "distance" to a building corner shall be considered in an Exterior Zone (5), otherwise Wall of the opening falls more than "distance" from a building comer, the opening shall be considered in an Interior Zone (4). 7/31/2017 7 "Distance" as refered to above, shall be determined as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department. MARK E. WEBER, PE #53895 NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEAL i 14 Rao • • ... • • .. .. • • • .. • • • • • • • • • •• • ... • • . • • • • • • ... • • • • • • • .. • . . .... . ••• ..•..• • • •• �.,•• ... .�; 4� i�— o .. • • • • • • • • .. • • • • • •• 0) 0 cl/ > a; 1106 pi, co SIMMS 1110104 1 a W 0 cc cL 0 ZONING DEPT Li J CD 2 € 37,4/4 w/iti 54 7cO J TO COMPLIANG JJ J C7 w a_ 0 cn w CC c crC ,1Nn R L7 Cb 4 x3 S t.-o1(4•r5 (b—crib-13 {Z710 ° 74XS 2-1% - ABRAMS RESIDENCE 1507 NE 105TH STREET OPENING: 3, 4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOT 0 ACCEPTANCE OA) Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.cov/economy 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 Couply RER - Product Control Section to be used in Miami Dade County and other areas where 3llowwd by th@ Agthority Having Jurisdiction (AHJ). . .. .. This NOA shall not be valid after the expiration date stated below. The Miarni•iDede CountyZroduct Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiarnYDade County) reserve • the right to have this product or material tested for quality assurance purposes. I£t1151Joduct t? • tigterial • fails to perform in the accepted manner, the manufacturer will incur the expense of sti8litesting afidt2ie AHJ may immediately revoke, modify, or suspend the use of such product or material'w thirt their 1-Vac ion. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade CotAty Product Control Section that this product or material fails to meet the requirements of the applicable !nal 1t code. This product is .. ♦ mg the High Velocity Hurricane Zone.- . . . • • • •• • . • • • to comply with the Flortdd /hiding. •• DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window - L.M.I. VAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal : • ,liiridow, Impact", sheets 1 t rouy - - - ' ' I. - • ' - = •, • repared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Se I ISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELIN ac uni • - • - • • - •• ie manu acturer'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# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMWADE COUNTY APPROVED NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07 0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, 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 pejr,):,C, T1ot* 2Q,2-94 • • 2) Large Missile Impact Test per FBC, TAS 2(311 4. 3) Cyclic Wind Pressure Loading per FBC, TA,S Q43• 94 • • • • • • •• along with marked -up drawings and installation diagram of a PVCsliding'glaSs door, . . a PVC fixed window and an aluminum sliding glass door, usingyl odispaei. iS TPS • • • • spacer system, Duraseal® spacer system, Super Spacer® NXTTr.gacer system and XL • • EdgeTM spacer system at insulated glass, prepared by Fenestraf on•Testing•Laboratoryt • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL $97.0,• dated 11/16/15. • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idafnis•Orteg'a;'P..F • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per .E. Product Control E • i' ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 • • • • • • along with marked -up drawings and installation diagram of anO.3taluminiim' horizontal sliding window, prepared by Fenestration Testing Lp.Dg tpry, Iri .test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edznldo Largatspada, P.E. •••• •••• • • • • •••• •••• • ••• • • • •• •• • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC-Sth Edition (2014), dated 05/14/15, prepared by manufacturer, signed•2t4d seJecT T • Anthony Lynn Miller, P.E. •• u 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,°Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Manuel Pe Product Control E amin r NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 • •.. • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) • • • • 3. Laboratory compliance letter for Test Report No. FTL-5330, issuedby Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by cglgs•S. R.it P.E (Submitted under NOA No. 07-0815.09) • 4. Laboratory compliance letter for Test Reports No. FTL-4858 i TL-41159, oik sued. by Fenestration Testing Laboratory, Inc., dated 03/08/06, si�iied and '§ts'dfed by Edmundo Largaespada, P.E. • • • •• • •• • (Submitted under NOA No. 06-0405.06) • 5. Proposal No. 16-0125 issued by the Product Control Section, daitedUarch 09 2A16, signed by Ishaq Chanda, P.E. •• ••• . ... • • • .• • • • • . • • .• G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. E-3 cucize Manuel Pere L / Product Control Exa �i r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2 . FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED: . 2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E130008 • ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2010 • AISIS10007/82-2010 B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED lr ASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8- AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS. 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" I L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. NTERLAYER. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ••• ••• • • • • • •• • OOOOOO • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QI1A /TISY REMAIN yNCj1 Ea.• • • • • • • • • • •• ••• •• • • • •• "PVB" _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. R.•aeY .R 0 415r16 Roirtex ADDED SPACERS TO SHEET2 bolle Reefers Dew F.K 7I2&'06 Owed Br JJ. Dex 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOx 1529 NOKOMIS, FL 34274 PST Visibly Better t�br • • .. • GENERAL &DIES ; • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying withOw Plocirb Building Code A.:welly* No Ex , ,. Date / 4121 DY Miam •• • • • • • •. • ri • • • - • • • • • • • • • ALUM. Ff�ZOlNTStTAL ROLLERW/NDOWp!MPACT• •.r.wwe s.r se.i • • • n."ts•+ • R.I. HRT10 1 • 11 4127-10 G A. LYN01 MILLER. P. P.E# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 410 9010 • • • ••• • • 21 GTIFNED GLASS ED GLASS EXTERIOR INTERIOR (ALL SECTIONS) f 1/8" ANNEALED OR HEAT ST �.090 PVB INTERLAYER �- /8" ANNEALED OR HEAT 5/18" NON. 5/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 1/8" ANNEALED OR FEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED SI ac0 we' LAMINATED 5/18" OR 3/8" AIR SPACE 1/6" OR 3/16" ANNEALED OR TEMPERED OI 4cS 13/18 NOM. • 13/16" LAMI IG GLASS W/ 5/16' LAMI SILICONE STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE 75 4SG TPS STRUCTURAL SILICONE 1/4" NOM FOAM WITH DESICCANT EXT. CJ ASS NT. GLASS 12' NOM. GLASS BITE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 080 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16 LAMINATED GLASS 21 IED "' � 1 `1 m �1 12" NOM. GLASS BITE Part# Description Material 75 Kommerlinp 4SG TPS Spacer System See this tfor Sheet Maeriab r 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer • 78 Cardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL.8717, "PVB" = KURARAY BUTACITE• PVB INTERLAYER a • SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/18" OR 1/4" MR SPACE V8' or 3/16" ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/7/16" LAMI HOT.MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS 76 SUPER SPACER®NXT"" 5/18" NOM. ALUMINUM REINFORCEMENT.Aso, BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS / INT. GLASS ODURASEAL® SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL •• • •• • IN} GLASS 8 XL ellbET! SPACER'•• •• • Meal •• • • • • • •• •• FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NtarfNlR JR tow r18 N1a4hic ADOEO SPACERS. Awe no Odic lbotaker Dale andsd sr J.J. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. F134274 P r Vi/4b.j Better GLAZING DETAILS • _ ALUM. Ha9EZON AL ROL, arrlYrt RR710 pmm Full fire 2 r 11 • • • • • • • • •• • • • 1 • • • • • • I�Z 14,110OW,NQIIPAC_j • 11�4127-10 G PRODUCT REVISED as complying with the Florida Buildog Code Acre -ponce No I10"� nation Dam A LY1011:11LL1R P.E P.EA 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 •• 0110 • • • 04049 • • TABLE 1•. XOX (1/4,1R,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" 108 3/8" 108" 111" UP TO 111" UP TO 111" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,I D,E,F, J,K,L WINDOW HEIGHT 26" +60.0' +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 36" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 38 3/8" +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 6I6 -60.0 +60.0 I -60.0 +60.0 +60.0 +60.0 +60.0 +60.0 48" -60.0 -60.0 -60.0 -60.0 -60.0 50 5/8" +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 +60.0 I -60.0 54" +60.0 +60.0 +60.0 +60.0 +59.5 -60.0 -60.0 -60.0 -60.0 -59.5 60" +60.0 I -60.0 +58.8 ( -58.8 +55.2 I -55.2 +54.6 I -54.6 +53.6 I ' -53.6 63" +60.0 +56.2 +52.3 +51.7 +50.9 +60.0 -60.0 -56.2 -52.3 -51.7 -50.9 -60.0 +75.0 ': -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH TO 86 7/18" TON 7/16" GLASS TYPE A,B,C, G,H,I D,E,F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 I -60.0 +75.0 ; -75.0 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGH WIDTH TYPE 26" 36" 38 3/8" 60" A,B,G,H +75.0 ` -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 66" A,B,G,H 72" A,B,G,H 0-1)'(,G,H UP TO 74" I,J,K, L +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 +75.0 /5.0 48" +75.0 -75.0 +75.0 -75.0 +75.0 -75_ (>75.0 -75.0 -75.0 -75.0 -75.0 +75.0 +75.0 I 75 0j +75.0 -75.0 -75.0 -�0 -75 0 54" +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 60" +75.0 I -75.0 +74.2 I -74.2 +69.6 I -69.6 +68.1 -68.1 63" +75.0 ' -75.0 +70.2 i -70.2 +65.2 -65.2 +63.8 -63.8 +75.0 ':. -75.0 GLASS TYPES; TEST REPORT FTL-4858 ()GDX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 51 ''', •" HS) C. 5/16" LAMI -(1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) OWN le.erc G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"A) •• ••• • • • • • •• H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/46" LAMI 0(1/6"•Aj• .090,4/8'WS•i • • I._ 13/16" LAMING-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/18}AMP11/2"H6, 9(1/rM8) • J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" L?11AI - (SPIB"A, bJO, 3P16"A') • • • K. 13/16" LAMI IG-118" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" IAMB c3/16"HS• .090,,3/16"HS) • • RowdlIF Orr l4•,•Yc MIMI IF Deer 11"wc Orr*. her tarsry her FJC 22806 J.J. 312a58 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ar"4,." • • • • • • • • PGA" DESIGN P,�tES6/RF,,S • • • • l • • ALUM. HORIZONTAL ROLIkRIMIkDON'1JIPAte Visibly Berger art••[ 4r.,! Ie.Me► .., tRR710 NTS 3 " 11 4127-10 G PRODUCT REVISED as complying with the Florida Building Code Acceptance No A LVt•4 MILLER, P.E. P.E.N 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4,0 • • • • • • • • • 000 • • • 000 • • B 27 3/8' MAX. DLO VENT I 54 5/16" MAX. DLO FIXED I( / 110" MAX. WIDTH I.F. FRAME 111' MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) f 38 DLOLO FIXED 33 071R" •RAY DLO VENT A 757 3/8' MAX. DLO ALL FIXED LITES 73" MAX. WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO .wdlts Orr 4..Eff O•r Or. d Orr FJC 22&07 J.J. 323D8 A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 070 Y DRIVE . VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 B 63" FLANGE FRAME ALL CONFIG. 27 3/8' -- 27 3/8" MAX. DLO MAX. DLO VENT FIXED B 1111 111 a Ir B 5 7/16" MAX. WIDTH I.F. FRAME-►� �--86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. PST Visibly Better SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME •• ••• •1 FAA/. E`RASIE••• • • • • • • • • • • • — • • -• • -• • • -• • •• -VIEWDe • • • •• (FRAME CORNER CONSTRUCTION) • •.• D o.— • • • • • . . . • ELEVA17QJ S • • • • •• • • • • • ALUM. HZARWZONI1AL ROLOR DIQIODOW IMPAtr' Wblr NR770 •rr NTS 4 . 11 ttrgw 4127-10 ror G 1. LYNN MLLER. P.E. P.E.I 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • MAX. HEIGHT FLANGE FRAME 0 SECTION C-C INTERIOR MAX. VENT DLO EXTERIOR INTERIOR MAX. FIXED DLO --I MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) L. ►--Le MAX. FIXED DLOMAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR (VERTICAL SECTION, FLANGE FRAME) SILL (VERTICAL SECTION, I.F. FRAME) EXTERIOR • • •• • • • • • • • • • • • ••• • • • • OOOOO • •• •• • • • •• HEAD (VERTICAL SECTION, I.F. FRAME) Rom• t>�4 Mmoias RENOW aim Dm Br F.K. T/18V8 J.J. PAK 8l2306 1070 7EC/NOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better • SECTIONS: •• • • •• • • • • • • • •• a• r•� • • • •• • • • • • • • ALUM. ICJjOL ROB RWINDO4127-10 W!IM(PACG T• HR710 1 esk •..e Half 5 d 11 PRODUCT REVISED as complying with Ilse Florida Stadia' Code Accept.... No i Expiration Due M+qp, A. LYNN MILLER P.E. P.E.# 58705 21 ••• • • • • ••• • • • • • • • • . • , • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# 4102 REV A - DESCRIPTION FLANGE FRAME HEAD MAIL 6063•T6 AL PGI'# 612237 2 3 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD 6063-T5 AL 612244 7834AA 4 6 4053 4136 SASH STOP COVER (SASH STOP) FLANGE FRAME SILL 6063-T5 AL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEFT HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGEFRAME JAMB 61K3•T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 16 1155 4110 G #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 6063-T5 AL 781PQA 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A .19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 23 1683 225-1 WSTP.,250 X.270 BACK, FIN SEAL ROLLER HOUSING& GUIDE 61683G 42112HD 24 226 BRASS ROLLER WHEFIS BRASS 7BRW HL2 29 .4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 SASH MEETING RAIL 6063HS-T6 AL 64006 33 35 1235 1096 WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH DIE-CAST 67S16G 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 39 1683 7070 W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 61683G 67070K 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 51 1224 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 53 1225 4039 B VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD - 5/16" 6063-T5 AL 6TP248K 64039B 54 4044 B GLAZING BEAD - 5/16" W/GRILL KIT. 6063-T5 AL 644703 55 4222 A GAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 61 62 GLASS, 5/16" IAMI(I/8" A,.090PVB, I/8" A) 5/16" IAMI(1/8" A,.090PVB, U8" HS) 5/16' LAMI (U8" HS, .090 PVB, 1/8" HS) 63 64 65 tes 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090PVB, 3/16" HS) 7/16" LAMI(3/16" HS, .090PVB, 3/16" HS) •"Irani Await RA Orr 11"ttbs OWN tarn* FJG LINK 228/08 amrrtM J.J. 3230E 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM 66 67 68 69 70 71 72 73 74 75 76 77 90 91 DWG# GLASS, lo 1014 1630 REVI— — DESCRIPTION MAIL 1 PGT# 13/16" LAMI IG•1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 13/16" LAMI IGVS"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 13/16" LAMI IG1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 13/16" LAMI IG-3/16"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3/16"A) 13/16" LAMI IGUB"A (MIN), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB; 3/16"HS) 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) SCREEN FRAME (HOR & VEIL) SCREEN CORNER KEY W /RINGS 3105-H14 AL POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE • .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.784 062 .988 I.F. FRAME JAMS • #4141, 6063-T6 • • FAGT Vtrr1b17 Berner' • •• 2.624 41 I.F. FRAME HEAD #4139, 6063-T6 2710-A-{ ••• • • • • • • • ••42 .062 3.152 .062 • • • • • 2.710 • • •• I.F. FRAME SILL _ #4140_6063-T8' • • timer" • • • • • • PARTS LIT •• •• • 411. • • s nor ALUM. bkPIZOANAL RQUIRIVAIDOW,WPACT' wrest HR710 NTS r+,e 6 • 11 • • • •• • • urur 4127-10 Irc G PRODUCE. REVISED as complying with** Florida Building Code Acceptance No iIQ nation D•s B Mien. A. LYNN MILLER P.E P.E.# 58705 . • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 40, 000 • • • 0400 • • .062 1. 7 .062 173 jT 1.122 2.710 { O FLANGE FRAME HEAD #4102A, 6063-T6 '4� 11 1-1-1.451-1 O SASH STOP #4025, 6063-T5 —lip-.062 3.152 O FLANGE FRAME SILL #4136, 6063-T6 .061 1.46 O HORIZ. ROLLER TRACK #4131, 6063-T6 .062 2 U-1 •349-1 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 .678 1.096 �� 1 54 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) -4 1.081 SASH MTG. RAIL #4006D. 6063HS-T6 .678 1.096 44ii 1 " 11 GLAZING BEAD 7/16" #4222A, 6063-T5 37 O FRAME SILL ADAPTER #4137, 6063-T6 062 17 FIXED MEETING RAIL #4054B,6063HD-T6 1.513 1 AI 040 .738 O SASH STOP COVER #4053, 6063-T5 I-••—• 2.784-1 163 j� .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 2.�26 .050 I06 1. 1 r 1.096+—.1T 53 GLAZING BEAD, 5/16" #403913,6063-T5 SASH SIDE RAIL #4126, 6063-T5 .050'a I ' 1.115 � • • • • • • • �"'!7'�3.097 • • 56 GLAZING BEAD, 7/16" : S • GIAZImG$FD: 116" #985C, 6063 T5 • • � • • •• 110611, 606►16 • •- (USED W/ GRILL KIT) •• ••• •• • • • •• .678 .683� .050 .678 are Remblerc chi balm F.K 8/06 cinched •. 3/3723/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PG" Vuib& Better • ••• EXTRUS/OjVS • •• • • • I • • • • • • Tr • • • • • ALUM. I *ORIZalT•4L ROLURLVI�IDUW Nli'i.1; HH710 Haif — ••• 7 + 11 url. • 4127-10 G PRODUCT REVISED as complying with the Fonda Building Code Aceepostee 74o t - 0- 0 Ex 'ration Dom A LYNN MILLER P.E. P.E8 58705 ••• • • • • ••• • • f • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ANCHOR QUAN1111ES, XOX (114112-114) WINDOWS - TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE a & SUBSTRATE 2,3, WOOD Z CONC 1; CONC Z3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w V H 53.125 x 38.375. 48.000 50.625 54.003 80.003 63.000 103 HEAD & S&LIti m 1+C2+1 +C2+11 2 HEAD & SILL 12 1' 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+1 3 HEAD & SILL f 1+C2+1+C2+1I2 1+C2+1+C2+1 I 3 HEAD &SLL;2 1+C2+1+C2+1i 2 ;O5 HEAD 6SILL 12 tc, 1+C2+1+C2+1 2 HEAD& SILL 12 1+C2+1+C2+1! 2 1+C2+1+C2+11 3 1+C2+1+C2+113 1+c2+1+C2+113 1+C2+1+C2+13 60.000x 36.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+112 1+C2+1+C2+13 1+C2+1+C2+1;3 1+02+1+C2+111 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 I 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1I3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I3 1+C2+1+C2+1j 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1! 3 1+C2+1+C2+11 3 1+C2+1+C2+1E 3 1+C2+1+C2+1I3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1j 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1(3 1+C2+1+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+13 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+2+C2+11 2 1+C2+1+C2+11 3 1 1+C2+1+C2+11 3 1+4:2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C3+2+C3+1I 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1] 2 1+C2+2+C2+113 1+C2+2+C2+13 1+C2+2+C2+1 3 1+C2+2+C2+1' 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.003 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+113 1+C2+2+C2+11 2 1+C2+2+C2+1I3 1+C2+2+C2+113 1+C2+1+C2+1T1 3 1+C2+2+C2+4 2 1+C2+2+C2+11 2 1+C2+2+C2+1;3 I 1+C2+2+C2+1! 3 1+C2+2+C2+11 3 t 1+C2+2+C2+11i3 1+C3+2+C3+113 1+C2+2+C2+1(2 1+C2+1+C2+11 3 1+C2+2+C2+1 2 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C2+2+C2+11 3 1+C2+1+C2+1! 3 1+C3+2+C3+11 3 1+C2+2+C2+11 2 1+C2+2+C2+1, 3 1+C2+2+C2+1l 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 2 1+C2+2+C2+11 3 1+C2+2+C2+1I3 1+C3+2+C3+113 1+C3+2+C3+1I 3 1+C3+2+C3+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1j3 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+3+C2+1I 2 1+C2+2+C2+1j 3 1+C2+2+C2+11 3 1+C2+2+C2+1j3 1+C2+2+C2+1 3 1+C2+2+C2+ 11 3 1+C2+2+C2+113 1+C2+2+C2+1I3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 2 1+C2+3+C2+113 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Rwed1A 1+C2+3+C2+1I3 1+C3+3+C3+11 3 1+C3+3+C3+1( 3 1+C3+3+C3+1E3 1+C2+3+C2+112 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C2+2+C2+11 2 1+C2+2+C2+1 I 3 1+C2+2+C2+1( 3 1+C2+2+C2+1 1+C3+2+C3+1 3 3 1+C3+2+C3+1I3 1+C2+3+C2+11 2 1+C3+3+C3+1 3 1+C3+3+C3+113 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C3+3+C3+11 3 1+C4+3+C4+11 3 1+C4+3+C4+1; 3 1+C2+2+C2+11 3 1+C3+2+C3+11 �3 1+C3+2+C3+113 1+C2+3+C2+1! 2 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C4+3+C4+1j4 1+C2+2+C2+1j 3 I 1+C2+2+C2+113 1+C2+2+C2+1( 3 1+C2+2+C2+11 3 1+C2+2+C2+1i 3 1+C2+3+C2+11 2 1+C2+3+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C3+3+C3+1I3 1+C4+3+C4+1I3 1+04+3+04+1j 3 1+C4+3+C4+11 3 1+C2+4+C2+11 2 1+C3+4+C3+113 1+C3+4+C3+113 1+C4+3+C4+114 1+C22+3+C2+1I 3 1+C2+2+C2+1I 2 1+C2+2+C2+11 3 1+C2+3+C2+11 2 1+C3+3+C3+11 3 1+C2+3+C2+1 3 1+C3+3+C3+1!3 1+C3+3+C3+113 1+C2+2+C2+1 3 1+C2+2+C2+1i 3 1+C2+2+C2+1I 3 1+C3+3+C3+113 I 1+C3+3+C3+11 3 1+03+3+C3+113 1+C2+2+C2+113 1+C4+3+C4+1(3 1+C4+3+C4+11 3 1+C2+3+C2+1j1j3 1+C3+3+C3+113 1+C3+3+C3+113 1+C3+3+C3+113 1+04+3+C++114 1+C4+3+C4+114 RwedfO Plosigoar R•Wor Oman Dr FX Oudodbc J.J. 323 NI 1+C3+3+C3+11 3 1+C3+3+C3+1( 3 1+C4+3+C4+1( 3 1+C2+3+C2+11 2 1+C2+3+C2+1j 3 1+C4+4+C4+11 3 1+C4+4+C4+1( 3 1+C5+4+C5+1I 3 1+C2+4+C2+1f2 1+C3+4+C3+11 3 1+C3+3+C3+1 1+C3+3+C3+1 3 3 1+C3+4+C3+11 3 1+C4+4+C4+113 1+C3+3+C3+1 3 1+C4+3+C4+11 3 1+C4+4+C4+1I3 1+C5+4+C5+1!4 10 01ECHNOLOGY DRIVE N. VENICE, FL 34275 P.O.80x 1529 NOKOMIS, FL 34274 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16' LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -18" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG -18" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -18" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (18" A,.090, 1/8" A) - (18" A,.090, 1/8" HS) (18" HS,.090, 1/8' HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X I1+C3+4+C3+1 13 1....,--ANCHOR QUANTITY PER JAMB 9" REF. X HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. -1 )F3" MIN. 141 / 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. • • • •• • N • • • • •it• _• • • • •• MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • G" Viffbly Better _ • ANCHOR* 9PACIN(i, JI0JZ�174"1/24�� ALUM f20R/ZOI1tAL RQ/f. 1 ft91DOW, MAT* brModO Rwv G HR710 Odle NTS 4Yt 8 + 11 4127-10 PRODUCT REVISED as complying with Me Florida Builder Code Aexpuxl. NO 16.-0714.J A LYNN MILLER P.E P.E.# 58705 21 • • • • • • • ••• • • • Y • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ANCHOR QUANTITIES, XOX (1/3-113-113) WIN DOWS - TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C.D,E.F.I.J.K, L ANCHOR TYPE, & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CCNC ZONES ZONES ZONES ZONES ZONES ZONES WIDOW SIZE rt vn 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 86.437x 38.375 48.000 50.625 54.000 60.000 63, 00 H HEAD & SILL �I 1+C2+1+C2+11 2 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 2 1+C2+1+C2+13 1+C2+1+C2+113 HEAD & S81 1+C2+1+C2+11 2 1+C2+1+C2+1 13 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+11 2 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 t+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C3+1+C3+111 3 1+C2+1+C2+11 2 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+432+11 3 1+C2+1+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+1! 3 1+C2+1+C2+11 3 1+C2+1+c2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+c2+1+c2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+0:32+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1 13 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+02+11 3 HEAD & SILL N 2 1+c2+1+C2+11 2 1+C2+1+C2+1I3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 to HEAD & SILL 12 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+02+11 2 1+C2+1+C2+113 1+C2+1+C2+11 3 HEAD & SILL I pyo 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+02+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+111 3 1+C2+1+C2+1 3 iy HEAD & SILL I 1"' 1+c2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+C2+113 1+C3+1+C3+113 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+14C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+G22+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+113 1+C2+1+C2+11 2 1+C2+1+C2+11.3 1+C2+1+C2+1' 1+C2+1+C2+1 1+C3+1+C3+1 1+C3+1+C3+1 3 3 3 3 1+C2+1+C2+11 2 1+C2+1+C2+1((13 1+C2+1+C2+1i3 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C3+1+C3+11 3_ 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+c2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 13 1+C3+1+C3+113 1+C3+1+C3+113 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+02+1 2 3 3 1+C2+1+C2+113 1+C3+1+C3+11 3 1+C3+1+03+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1j3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+C3+11 4 1+C3+1+C3+11 4 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+C3+114 1+C3+1+C3+114 1+C2+1+02+113 1+C2+1+C2+1 3 1+C2+1+C2+1j 3 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+14C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+11 2 1+C2+1+C2+1! 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+C3+1 13 1+C2+1+C2+112 1+C2+1+0+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 1+C3+1+C3+1 3 1+C2+1+C2+113 1+C3+1+C3+113 1+C3+1+C3+1I 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+C3+113 1+C3+1+C3+113 1+c2+1+C2+112 1+C2+1+C2+11 3 1+C3+1+C3+ 11 3 1+C3+1+C3+11 3 1+C3+1+C3+113 1+C3+1+C3+1j 3 1+C2+1+C2+1 2 1+C3+1+C3+113 1+C3+1+C3+113 1+1:33+1+C3+1 1+C3+1+C3+1 1+C3+1+C3+1 3 3 3 1+C2+1+C2+11 2 1+C3+1+C3+113 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C3+1+C3+13 1+C4+1+C4+11 4 1+C2+1+C2+112 1+C3+1+C3+1I 3 1+C3+1+C3+113 1+C3+1+C3+113 1+C4+1+C4+11 4 1+C4+1+C4+1I 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES:, A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8' A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16' A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) F. 7/16' LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16' LAMI IG -1/B" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI H. 13/16' LAMI IG - 1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5✓16" LAMI I. 13/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 5/16- OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090, 1/8" A) -(1/8"A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 1012" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 11+C3+1+C3+11 3ANCHOR QUANTITY PER JAMB OWN Ida Awed ttK Orr DOW Dram sx F.1C 22NDB 4Ldad*" ,LJ. 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Batter L HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. �{ 1�-3' MIN 1 1�1 1 141 1 9' REF. X O X_ MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) -1 1 125 3/4" MAX. 12"TYP. • 3'MW. • • •• •i1N •1 •1 1 • 9" REF!, y•• •••0• }T� • -.--I • • I •• • • - ••• MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF(4)ANCHORS -�� • • • O oratrs • • 4 ••'•• ANCC• R�GE SPACING; OX (1/3-1/• 3-1r3): ALZ/M, HOZt1ZONT4j VOL4ER WINDOW.sI ACT G HW10 NTS 9 r 11 •N4t•I_ • • 4127-10 PRODUCT REVISED as complying with the Florida Building Code Accepnme No fro Dab BY ? ZI A. LYNN MLLER. P.E P.E6 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ANCHOR QUANTITIES, XO & OX WJNDOWS TABLE 6 GLASS TYPES Aja,G,H GLASS TYPES C,D,E,F,I,J,K L ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CO 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V )H 0 e6 CO to) co m i 0 J 6 us In a Ct _ e6 m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1) 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1I 3 1+C2+1 1+C2+1. 3 3 1+C2+1 1+C2+1 3 3 1+C2+11 3 1+C2+11 3 1+C2+1 1+C2+1 3 3 1+C2+11 3 1+C2+11 3 1+C2+1) 3 1+C2+1 3 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 3 3 1+C3+1) 3 1+C3+1I 3 1+C2+1 3 1+C2+1 3 1+C2+1j 3 1+C2+1 3 1+C3+1 1+C3+1 3 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1j 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1! 3 1+C2+1 3 1+C2+1 1+02+1 3 3 1+C2+1 1+C2+1 3 3 1+C3+11 3 1+C3+1j 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1! 3 1+C3+1 1+C3+1 3 3 1+C3+1 1+C3+1 1+C2+1 3 3 2 1+C2+1 1+C2+1 1+C2+1 3 3 2 1+C3+11 3 1+C3+1 i 3 1+C2+11 2 1+C3+1I 3 1+C3+1) 3 1+C2+1 2 1+C2+1! 3 1+C2+1) 3 1+C2+11 2 1+C3+1 1+C3+1 1+C2+1 3 3 2 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1I 3 1+C2+11 3 1+C2+1j 3 1+C3+1 3 1+C2+1! 3 1+C3+1 3 1+C3+1 1+C3+1 1+C3+1 1+C2+1 1+C2+1 3 4 4 3 3 1+C2+1 1+C2+1 1+C3+1 1+C2+1 1+C2+1 3 3 3 2 3 1+C3+1I 3 1+C3+1) 3 1+C4+1! 3 2+C2+2! 2 2+C3+2j 3 1+C3+1 3 1+C3+1 4 1+C3+1I 4 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 1+C3+1 1+C4+1 2+C2+2 2+C3+2 3 3 3 2 3 1+C3+1 3 1+C2+1 3 2+C3+2! 3 1+C3+1 3 1+C2+1j 3 2+C3+2 3 1+C3+1 1+C3+1 4 4 1+C2+1 1+C3+1 3 3 2+C3+2I 3 2+G4+2) 4 1+C3+1 1+C3+1 4 4 1+C2+1 ! 3 1+C3+1 1 3 2+C3+2 2+C4+2 3 4 1+C3+1 4 1+C3+1 3 2+C4+2) 4 1+C3+1 4 1+C3+1 ! 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2j 3 2+C2+2 3 1+C2+1 j 2 2+C2+2 3 2+C2+2 2+C3+2 4 4 1+C2+1 1+C2+1 3 3 2+C3+2j 3 2+C3+2j 3 2+C2+2 4 2+C3+2i 4 1+C2+1 3 1+C2+11 3 2+C3+2 2+C3+2 3 3 2+C3+2 2+C3+2 4 4 1+C2+1 1+C3+1 3 3 2+C3+2I 4 2+C4+2I 4 2+C3+2 2+C3+2 4 4 1+C2+11 3 1+C3+11 3 2+C3+2 2+C4+2 4 4 1+C3+1 4 1+C3+1 3 2+C4+2' 4 2+C3+2 4 1+C3+1 ! 3 2+C4+2 4 04.000 x 38.37* 48.000 cililE 54.000 613.000 63.000 2+C2+2 2+C3+2 2+C3+2 2+C3+2 2+C3+2 2+C3+2 3 4 4 4 4 4 2+C2+2 2+C2+2 2+C2+2 2+C3+2 1+C3+1 1+C3+1 2 3 3 3 3 Q+C2+21 2+C3+2!_ 4 +C2+2 2+C3+2 2+p+21 42 2+C4+21 4 2+C4+21 4 2+C4+21 4 3 4 +C3+2 4 2+C3+2 4 2+C3+21 5 2+C4+2 5 2+C2+21 2 2+C2+2 3 2+C2+2! 3 2+C3+2! 3 2+C3+2! 3 2+C3+21 4 2+C2+2 2+C3+2 2+C3+2 2+C4+2 2+C4+2 2+C4+2 4 4 4 5 NOTES: 1 1 - 1/4" ELCO TAPCON 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GIAS ++ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. LAMI - (1/8' A,.090, 1/8" A B. HS) C. 5/16" LAMI - (1/8' HS,.090, 1/8" HS) D. 7/16' LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16' A,.090, 3/16" HS) F. 7/16' LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16' OR 3✓8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' A) H. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/18" OR 3B' SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) I. 13/16' LAMI IG - 1/8" OR 3/16' A (MIN.), 5/16' OR 3/8" SPACE, 5/16' LAMI - (1/8' HS,.090,1/8" HS) J. 13/16' LAMI IG - 1/8' OR 3/16' A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" HS) L. 13/16' LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X I2+C3+2 13 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. 0.C. ANCHOR SPACING) 18 3/4" MAX. -� H-3" MIN. 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4" MAX. ----1 1/2" TYP. I116--3"4 II 9" REF. • MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • •• • • • • •• • • • ••• Wakes D.t 14des 0✓< Der F.K. 1/1Leeie J.J. 3r23/06 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 N000MIS, FL 34274 I I :24 c;T: Visibly Better e."ure • • • -•• ANCJ?ORVE.•SPACING? OkANID O VONQOWS SW • • • • • • ALlJ9l4e HO31ZONTAZ21LLCR WINDOWpIMPACT u,ruore a e•i710 NTS 10 + 11 o...m, 4127-10 PRODUCT REVISED as Ms** with ih a Plod& . Building Code Acceptance No I(o-O ilrtiOD Dare By Mi 7 • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • •• •• 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 E.D. TYP. 1" MIN. EDGE WOOD ANCHOR, NoTE2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK. NOTE 3 1 3/8" MIN. 1 3/8" MIN. MIN. EDGE 2x WOOD BUCK, NOTE 3 1x WOOD DETAIL E TYPICAL FLANGE FRAME JAM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. MIN. 3.4 KSI•• ^ E.D. TYP. CONCRETE 2x WOOD BUCK, DETAIL D NOTE 3 gat DETAIL C 1/4 MAX SHIM 1 1/4" MIN. 1.5 KSI CMU) OR R NOTE 1 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (65) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 2-1/2" MIN. EMBEDMENT EXTERIOR INTERIOR D (HEAb& SILL DETAILS A, B, C, re& H) INTERIOR (JAMB DETAILS E. F & I) EXTERIOR WOOD ANCHOR. NOTE 2 1/4' MAX. SHIM 3/8" MIN. 1." MIN. EDGE TYPICAL FLANGE FRAME SILL SECTIONS •wrac SEE NAILING 2-1/2" MIN. EMBED Ronda): Br. Dr. Bn nar FIG fa.•.aey J.J. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 SEE NAILING 5/8" MIN. EDGE 5/8" MIN. DETAIL H (HEAD) NAILING .131 DIA. MIN. x 212" NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. " MIN. EDGE • 2-&'2"1IN• • • • Et14AILING a •• • • • • •• •_ • • • ••• • •• ••• •• •DETAIL G (SILL) • DETARI (JAMB) TYPICAL IIITE.GRAL FIN FRAME SECTIONS • •• • • • • •• • raw •• • �— ALL• HCZC�iZONTAs2OLL.ER WIN vvpMl'ACT a.. Better Visibly nq� • • • ANCJHORAGE DEIAIES: a.i.wst HR710 Half 11 • 11 D.... c • 4127-10 PRODUCT REVISED as caaaplying with the Florida Building Code Acceptance N0 I6.O 14. C5 Expintioo Dab 202I A. LYNN MILLER, P.E P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • � • •• • • • •• •• 000 ABRAMS RESIDENCE 1507 NE 105TH STREET OPENING: 1, 2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ICE O1P PTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/economy sued under the applicable rules and regulations governing he 1 use of oolAtitotion materials. The documentation submitted has been reviewed and accepted by Miattli pate Coutity'RER - Product Control Section to be used in Miami Dade County and other areas where Eitivigqc1 by theXthority Having Jurisdiction (AHJ). . . • • • • This NOA shall not be valid after the expiration date stated below. The Miami -•Dade Count}z Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiamisCYare Couniy)b e'serve the right to have this product or material tested for quality assurance purposes. If'tt pjoduct.er material fails to perform in the accepted manner, the manufacturer will incur the expense of Mir testing add the AHJ may immediately revoke, modify, or suspend the use of such product or material FM:their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Pro3xat.Contto1 Section that this product or material fails to meet the requirements of the applicable Dyildirig codg... This product is approved as described herein, and has been designed to comply with the Florida Bjlding� e oci - urricane one. - DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I. UMENT: DrawingNo. 4040-20 titled ": • " indow, Impact", sheets 1 through 11 of 11, dated 09 01/05, witrevision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with Product Control Section. er an expira io MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LAB anu acturer'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# 15-0519.08 and consists of this page 1 and 'evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 . . • . • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07 0322. 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manuf4414er, • signed and sealed by Anthony Lynn Miller, P.E. • • • : • •. • . . • B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pd>:FiG, TAS•¢/494 • 2) Large Missile Impact Test per FBC, TAS 204.24.: . • • • 3) Cyclic Wind Pressure Loading per FBC, TAS•283 94 • • • • along with marked -up drawings and installation diagram of a i 't •sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kpdispaoe 4 TPS• spacer system, Duraseal® spacer system, Super Spacer® NXT' p ic$r systeri gtd XIS EdgeTM spacer system at insulated glass, prepared by Fenestration Testing La13o>ratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. ` (Submitted under NOA No.07 0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) . Manuel Per , E. Product Control E er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 . . • . .• . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINuED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum singl .hung window, with fin frame, prepared by Fenestration Testing Labotato.y.Inc., Tea. • Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmmnde Largaespada, P.E. (Submitted under NOA No. 07-0322.06) • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20i 94:' •.. • 2) Cyclic Wind Pressure Loading per FBC, TASq03 94 • ...• along with marked -up drawings and installation diagram of an &rn ium single hung window, with fin frame, prepared by Fenestration Testing Laboratory= Inc., Tett Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both gtgi4sd and sealed by Edmundo Largaespada, P.E. • • . . • • . (Submitted under NOA No. 05-1018.01) . • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) . Manuel P ez, .E. Product Control x iner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (u 2. Glazing complies with ASTM E1300-09 • • •• • • . .• . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic ResourceS.(.JR). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chen TtI ompany(MA) for their "Saflex Clear and Color Glass Interlayers" dated 0609/1f, expi$it 0a • • .• • •.. . • ..• • • ..•. • • • . .. •... •••• 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their; "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. . ... . • . • • • • • • • • • • .• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, sighed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated -March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. E-3 Manuel Pe . ez, E. Product Control E am' er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 • • GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE °PVB (BY KURARAY AMERICA, INC INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING I (1) L I t yr uo - a •' ITH A' .090" KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING 0' (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE*PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE*PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE *PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE*PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE* PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE B BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE* PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE-Y KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) Rowd JR Road Or 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC). 5T11 EDITION •ASTM E1300-09 •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2010 •AISI-S108.071S2-2010 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4848, FTL-4649, FTL-4850, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • • • • • • • • • • • • • 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING T: HI• . Y YELQCIibY : • HURRICANE ZONE (HVHZ). • •• •• ••• 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. 0.1. 05/05✓16 Dric bobble: a.Mdme ADDED SPACERS TO SHEET 2 R"xd g. Dde Mom 0r: FJC 9/1/05 wasaer J.J. 2/23107 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. R.34274 i T Vi bly Betts •• • • • • • •• • • • • • •• on.•ari • • • ° GENERAL NOTES • • ALUM, SINGL IHUNQ ijNbQW, IMPACT • • • sdw}Wk •n,., F SH700 ao+e NTS Owe 1 d 11 • • • • •• • •- aw+tir�w 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying with OM Florida Budding Code r, Acct.pmDee Nu • - .( taboo Dine Bye Muni • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • •. • • • • • • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT JR EXT. GLASS „ KODISPACE 4SG TPS OSV5/l6 a nilarc O 46 J GLASS BITE 1 1/8' ANNEALED OR HEAT STRENGTHE D GLASS 090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTH ED GLASS 5/16" NOM. 5/16" LAMINATED GLASS C0,81 or 82 1/2" NOM. GI o.SS BITE 0r� 1/2' NOM. GLASS BITE T Part# Description Material 71 Kommerling 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXrwith Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS (3,84 or 8) L2._ Gm 0 Ii1iIt I 1/2"NOM. GLASS BITE 0 0 1/8' ANNEALED OR HEAT STRENGTHENED GLASS _ —.090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8' ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI C6,87,88 or 92 13/16" SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUM 3/16" NOM. BUTYL 6 DESICCANT FOAM EXT. GLASS INT. GLASS •7 p• INT. GLASS ADDED SPACERS. 72 SUPER SPACER®NXT9' R.nusy Dale: 4.0100 Rrad Dare F.K. A/1/05 22/2307 EXTERIOR INTERIOR (ALL SECTIONS) "PVB' = KURARAY BUTACITE• PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 1/8' TEMPERED GLASS 13/16' NOM. LAMI IG GLASS W/ 7/16" LAMI (19,90 or 9) ALUMINUM REINFORCEMENT 5/16' NOM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL NT. GLASS DURASEAL® SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. Box 1520 NOKOMIS, FL 34274 EXT. GLASS PGT Visibly Better DESICCANT FILL AREA 5/16' NOM. SILICONE SEAL • • • • • • • • Iitt•GL.SS • • XL ED.& 111 • • • :- SPACER •• • •. • • • •• • • • • • • • • .• • • • •• . .•- • . GLAZING DERAILS • • MAMMA 811700 - • AL- UILI S{NG�HUN� IZ'1NDOW, IMPACT; 4040-20 F Roar Ful! 000 2 d 11 •• • • • • •• NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT' REVISED as camplying with the Florida Building Code Acceptamx ' 0 !ry No4-. Ex iral, Date � tf/l.1� .q� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 110 • • • • • • • ••• • • • •• •• 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION - - TABLE 1. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT. GLL TYPE 66" 68" . 70" 72" cD 76" Ap,M +80.' . ' +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" vi!B,M +:... ... +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 + 0.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -78.9 +75.4 -75.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0 -80.0_ +80.0 -80.0 +80.0 -80.0 +80.0 . -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" ' 44" 60 6J8" 63" 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 .70.0 +88.8 -66.8 +67.6 -67.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +85.5 -65.5 UPTO631/8" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0_ -80.0 _ +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN W NDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH 63118" GLASS TYPE D,E,F,J,K,L41 17 1/8" +80.0 I -80.0 2211/16" +80.0.1 -80.0 26 3/16" +80.0 I -80.0 _ 33 3/4" +80.0 L -80.0 39 6116" +70.0 I -70.0 4413/16" +70.0 I -70.0 60 3/8" +70.0 I -70.0 TABLE 3 66 16/16" +70.0 I -70.0 ,e TEST REPORTS TABLE 4. b. 5l16' LAMI �/8"A,.090,1/8"A FTL-4647, 4648, 4723, 4957 FTL-4647, 4648 B. 5/16" A,•090.1J8"HS) C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16"A) F1L-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/18"HS) FTL-4645 G. 13/16" LAMI IG - 1/8' T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8' T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) F1L4649, 4650 • • • • • • M. 13/16" LAMI IG- 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 • • • • 1 I 1 "O" MEETING RAIL "X" SH MEETING RAIL "X" S�H HT. MEETING RAIL ;LT. MINUS SASH Sir • • • • •• • • • • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SnliNIIN THEEA81E9r NiC$IIGN• • PRESSURES ARE UNEFFECTED. • • • • • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY Rawl Rs IOW mwar men ara Robb. Rowe Br 0ww ar F.K. 9/1/75 ca.a.eey J.J. 2/23/07 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. SOX 1529 N000MIS, FL 34274 -PST Visibly Better • • • • 0oerm • ••• • .• •• • DESIGN PRESSURES : • ALUM: SINGL�•HUNQ ItINDO'bV, IMPART • • a....auee F 9H700 NTS 3 " 11 4040-20 PRODUCT REVISED m complying with the Florida Building Code AocePNox N0 Kee-0 14�.cn n "--irnli0n Dale t .QJ A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 49 5/8' MAX. FIXED DLO (ALL) SEE DLO TABLE SEE DLO TABLE (MAX.) 48 1/4" MAX VENT DLO (ALL) DETAIL A SEE DLO TABLE SEE DLO TABLE B DETAIL D VIEW (CUSTOM SASH) 531/8' MAX. FLANGED WIDTH- 2 1/8" MAX. I.F. WIDTH 76' MAX. FLANGED HEIGHT 16 MAX. SAS HEI A SEE DLO TABLE SEE DLO TABLE 75' MAX I.F. HEIGHT SEE NOTE 4 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE DETAIL B DETAIL C VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 75' MAX. j \ I 75' MAX. I.F. I.F. HEI HT EHEI HT SEE DLO TABLE 20' SASH HEIGHT 76' MAX. FLANGED HEI HT SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 76" MAX. FLANGED HEI HT NOTES: • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • • • . • • • • • 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 070 TECHNOLOGY DRIVE N. VEMCE. FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 • • a a • • •• • ELEVAj70N9 ••• . . • a••• •• • • ALUAZ SJNGCE• HUNG•VyIN, IMPACT* YYAee< salt - SH7oo NTS 4 ' 11 4040-20 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI PRODUCT REVISED ns complying with the F7crli*e Building Cods Aecep[nRes dh H9 Lit i r1.4iami 3 .e Product MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING Ana On 4 2.784" INSIDE 7,8OR17 /OUTSIDE Ilailtilll r_. : i TA SEE NOTE ABOVE SECTION B-B (LOW SILL SHOWN) 2.330" (LOW SILL) ULTRALIFT ONLY HIGH SILL Rod W FIMMow Dona Br F.K 9/1/05 Modem eer. J.J. 2/23/07 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE 2. HIGH SILL MAX. VENT DAYLIGHT OPENING OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 1 SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE LOW SILL ALTERNATE HIGH SILL 1070 TECHNOLOGY ORNE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PG - Visibly Better 2.330 LOW SILL 2.946" (HIGH SILL) ULTRALIFT ONLY HEAD JAMB OUTSID , --2.710"— I.F. FRAME q OUTSIDE 11 ["—{-1. t " ..,lll p• ••••- • (2, •• • .• • ••• o. u5 • • SECTIQNS SECTION C-t.•- RADIUS TOP • • • • (HEAli DETAIL - FLANGED VERSION) . • NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,1) 2.710" PRODUCT REVISED co complying ,+Ih the Florida Stinting cote (p•O Acceptance No la-.o Oat •-, Dote .R .��'t'1"t l • • • • • •- ALUM..►SINGtt • •� Ariselbdst &H700 Half •• • • • • •• HU"/�y�y/�y II OW, IMPACT• • PP* rIIPPPWIP • • 5 r 11 1 4040-20 F !t: Il l!Itlt A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • REM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA . 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET • 7ULBRKT 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1098 SWEEP LATCH 71096 27 1016 #B X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25/64" X 1" 71622K 36 1052 LAMI IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039E 42 4044B GLAZING BEAD, 5/16 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI WV/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) _ 81014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W/OUTRINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K ITEM DWG.* - DESCRIPTION Pam' 60 1635 SCREEN SPLINE -.135 DIA HARD 61835K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 -7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/18" LAM, (1/8"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) .82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8%) 84 E. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/6"HS) 85 F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS, 13/16" LAM IG; 1/8"T, AR SPACE, 5/16" LAM, (1/8"A.090 PV8,1/8"A) 87 H. GLASS, 13/16" LAM IG; 1/8"T,AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG;1 /8"T, AR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"T, AR SPACE, 7/16" LAM, (3/16"A.090 PV8,3/16"A) 90 K. GLASS, 13/16" LAM IG; 1/8"T, AR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAM IG; 1/8"T, AR SPACE, 7/16" LAM, (3/16" HS,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAM IG; 1/8"A AR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"14 4 .784 .062 47 FRAME, I.F. HEAD #4071A, 6063-T6 .908 .062 NOM THICKNESS 49 FRAME, I.F. HIGH SILL #4073A,6063-T6 • • • • Revel Mee Rwrba' trk ome. er F.K. 0ek 9HA75 caemder 'J.J. 2/23/07 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 PO. BOX 1529 NOKOMIS, FL 34274 I 12!c T Visibly Better 4. a 71 • ••• • •• : •T IIOMWESS • • •• • • • • • • • •• •• •• • • ••• • • • • • 0 ;OM , CF.:JAMV #4074B,6063-T6 (USED AS RADIUS TOP HEAD) 2.878 .062 3.L55 4) FRAME, .F. LOW SILL #4072A, 6063-T6 2 2.374—► .062 NOM _ • • •• • • PARTS LgST • • • • •• •• • ALUIIZ t&NGCOHUNQAINDOWa IMPACT. • r•.esrt ask eh. • efts WOO NTS 6 + 11 4040-20 F PRODUCT REVISED as candying with the Florid• Building Code ARcptence No 'rai .. Hate'i? "V/ • P .. 1111 rr;ir. 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • --��--�2.764—+{ 1.3631 _1 .0624 O FLANGE FRAME HEAD #4002A, 6063-T6 FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) .155 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 .062 h.-- i 2.830 L .062--1 I 2.330 --2.784--I O FLANGE FRAME SILL (LOW) #4003C, 6063-T6 ----.062 11.490 1— 1.451+1 T 1.513-� .738 1 r.040 I1 OSASH STOP 0 SASH STOP COVER 84025,6063-75 #4053,606345 2.279--.- 23 SASH TOP RAIL #4006C,6063HS-T6 2.946 0 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 .062 28 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I.F. FRAME WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SASH BOTTOM RAIL(LOw) #4007, 6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 1.165 0 .678 1.006--1-7 °� 1. j49 O GLAZING BEAD, 5/16" 41 #403913,6063-T5 91 SASH SIDE RAIL #4008, 6063-T5 .050 .678 1.096 44 GLAZING BEAD 7/16" #4222, 6063-T5 •• ••• • • .050--4.67* • I I • • 0 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL K1T) • • • RoadeK Ono Odo And EIK &lc Demo Or F.K 9/LO5 ca.a"eeK J.J. _ at" 2/23/07 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O.139% 1529 NOKOMIS. FL 34274 PST Visibly Bette. MeNaNegler 3F1700 050�� Logs 7.678 GLAZING BEAD, 5/16" #404413,6063-T5 (USED W/ GRILL KIT) .683 .050 GL \ZZN�r(: Bt40, ' (16" IG ••• •i °61:613-1.:•• • EXTRI ION' & FR/MME COR JER L2 TAII • • ALUM.4&NGLE HUN.IJIAt lW IMP eT• • awt I s .'h • 11, Half 7 r 11 4040-20 F PRODUCT REVISED se complying with the Florida Building Code Alm D w G-o t4 ACV oiov A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 C6.000) ANCHOR TYPE: — M 0 �(ONO` 0 Z 0 Z OciOi'O�OnI M 0 0 Z 0 Z M 0 0 Z o'Oc"i0`'O'"oc'S 0 Z M 0 0 Z 0 Z M 0 0 Z- O�Oc'(O`'o' 0 Z 0 ,; 0 Z 0 Z oc' M 0 0 Z 'o" 0 Z oc M 0 0 Z 0�0 0 Z WINDOW GLASS WIDTH TYPE U 0 U 0 0 c) 0 0 0 0 0 0 0 0 0 0 C,D,E,F,G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,1 H,I,J,KL 12 � 1 � 11112 � 11211 r-- - f 22_ 1 �....... 2112- 2 � 22. 212 (22.. T22 �22- f--.22.._ �22.._...�22 � 2222222223 212� 22 313 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 AB,M 112-11.11I1.112 11 111 112 212 112 212 212�12212212'212 212 212 212 212 212 212 212 2-3 21z313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 213 212 212 213 212 2) 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 112 111 112 112 112 112 212 112 212 212 21.22 12 212 212 212 213 212 212 2[3 212 213 313 212 313 C D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,KL 112 1122[2 213 112 212 213 112 213- 21-3 212 213 2-1..3 212- 2-13 34-3 212 313 314 312 3-13- 314 313 4[4 32.000 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB'M 11'2 112 212 213 1F2 212 2)3 112 213 213 -212 213 213 212' 213 3E3 212 313 3)4 312 313 314 313 4-14 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 212 112 212 213 112 213 213 212 2 3 213 212 213 213 213 213 314 21..3..313 314 313 314 315- 31310,14 37.000 1 1 1 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2' 1 2 2 1 2 A ,M 212 112 212 213 112 213 213_212�'13 212 213 213 213 213 314 213 313 314 313 314 315 313L414, PSF 79 V C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 .214 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 112 212 213 212 213 213 212 213 213 213 213 213 313 314 213 3[4 315 313 314 415 313 414 ABM 2 2 112 2 212 2 213 2 212 2 213 2 213 2 212 2 213 2 213 2 213 2 213 2 214 2 213 2 313 2 314 2 21-3 2 314 2 315 2 313 2 314 2 415 2 313 2 414 212 PSF 79 C,D,E,F,G, 2 2 2.... 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212 212 212 213 212 213 213 212 313 214 2F3 313 314 213 313 314 21-3 314 315 313 314 415 314 415 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 212 2i2 213 212 213 213 212 313 214 213 313 314 213 313 314 213 314 315 313 314 415 314 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 212 212 212 213 212 213 314 213 313 314 213 314 314 213 314 315 313 314 315 313 415 416 314 515 2 2 2 2 2 2 2 2 2• 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 212 212 22 213 212 213 314 213 313 314 213 314 314 213 314315313 314 315 313 4011 46BIa1445145 PSF 72 79 79 • • • ' • • • 53.125 C,D,E,F,G, H,I,J,KL 2 2 2 T 2 212 2 2 2 212 1 2 23 1 2 1 34 2 2 3 I 2 314 1 2 3 4 L 2 21-3 �4 2 31 1 3 314 2 313 2 314 3 35 2 ( 3 3 2 1. 4.14 3 416 2 314.415 5. ,5 3• 4te �2 � S 14 516 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 AB,M 212 212 2 2 213 212 213 314 213 314 314 213 314 314 313 314 315 313 414 415 313r41go16 3144 5 Ore Rr•tac Ras gl Data Deno Ihe F.K. Data 7/29A5 cn.eeeer J.J. 2/23/07 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 PO. BOX 1529 NOKOMIS FL 34274 PGT Visibly Better ANCHORAGE NO 1: ANCHOR TYP 1 1/4" ELCO TAPCONS -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED1 HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 • (LULL. DP • • • NEAD • ,l146I10G0 •••cRik • JAMB BELOW MTG. RAIL 21 3 •• ANCHOJ AGP•SPACING, 1/{ IlaNDOQ/S ta •• • • • • • • n ALUAAk 6HVGI?HUNGAINbC11/: !MPA•CT • • • iM.net Rw F SH700 ear NTS 8 r 11 geryNs 4040-20 PRODUCT REVISED as complying with the Florida 13uildwg Code Acceptance No,• "rat' Daze 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:` 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE— 0 0 0 O 0 U 0 0 0 ZcN 0 0 0 Z<NO 0 U 0 O 0 0 0 0 0 0 0 0 WINDOW WDTH GLASS TYPE NO 5 NZ 0 -O4NO 0 NZ 0 - OrnO 0 NZ C 0 NZ 0 - 0 NZ 0 Ol? 0 NZ 0 - 8410 0 NO- 0 OrNO 0 NOrZ 0 0 C,D,E,F,G, H,I,J,K,L 1 11711- 1 1 1 111 1 212 1 2r1 1 212 1 212 1 211 1 212 1 212 1 212 1 -212 1 212 1 2(2 1 212 1 212 1 212 1 212 1 312 1 212 1 312 1 312 1 212 1 312 19.125 A,B,M 1• 111 1 111 1 111 1 212 1 211 1 212 1 212 1 211 1 212 1 212 1 212 1 212 1 2r2 1 2r2 1 212 1 212 1 212 1 2I2 1 312 1 212 1 312 1 312 1 212 1 312 PSF 79 24.000 C,D,E,F,G,1 H,I,J,K,L —I- 111 1 111 1 111 1 212 1 111 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 312 1 212.3123122I2 1 1 1 1 312 1 312 1 212312 1 ABM 1 71171 1 111 1 111 1 212 1 111 1 212 ..1 212 1 212 1 212 1 212 1 212 1 21-2 1 212 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 312 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 1 1 1 212 1 212 1 212 1 2�3 _1 212 1 212 2 313 1 212 1 313 2 313 1 312 1 3 C3 1 313 1 212 1 313 1 413 _1 312 1 413 1 413 1 312 1 413 ABM 1 1 1'111 1 1 1 1 1 212 1 212 1 212 1 213 1 212 1 212 2 313 1 212 1 313 2.....1 313 312 1 313 1 313 1 212 1 313 1 413 1 312 1 413 1 413 _.1.._1 312 413 PSF 59 67 79 C,D,E,F,G, 1, 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,1- 1 1 111 111 212 212 212 213 212 213 313 212 313 3r3 313 413 313 312 313 413 312 413 414312 43 ABM 1 1 1 2 1 '1 2 1 _..2 2 1-...2. 2 1 2 1 2 2 1 2 2 1 2 1 1 111 1 1 2 2 212 212 213 212 213 313 212 313 313 313 413 313 312.313 413 312 413 414 312 413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 111 1 1 2 2 2r2 212 213 212 313 313 212 313 4[3 313 413 313 313 413 414 313 413 414 313 513 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 1 1 j_1 111 21-2— 212 212 213 21 2 313 31 3 212 313 413 313 413 31 3 313 413 414 313 413 414 31 3 513 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 —211 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,1- 111 111 111 212 2 2 313 212 313 314 213 313 414 313 413 414 313 413 414 313 413 414 313 514 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 rl IF 1 7 2 2 212 2 2 313 212 313 314 213 3r3 414 313 413 414 313 413 414 313 413 414 313 514 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111 111 1 1 2 2 212 212 313 212 313 314 313 313 414 313 414 414 313 414 414 413 514 414 413 514 A,B,M 2 2 2 2 2 2- 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 111 2. 2 212 2 2 b13 212 313 314 31 3 313 414 313 414 414 313 414 414 413 .54 4 414. 13 5 4 .PSF 41 67 46 67 76 79: • • •• • C.D.E.F.G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3• 3••• 2• 9 53.125 H,I,J,K,L 1 1 1 1 1 1 -2Ti 212 212 313 31 3 313 414 313 414 414 313 414 414 313 4 r4 51.5 413 a5'14 54 9 141344 A,B,M 2 2 2 2 —211 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 71171 1 1 21 2 212 3 3 313 313 414 '313 414 414 313 414 414 313 414 I m,".. 514 413 514 • • 514 • • 413 514 • Reader DW' Read*: Oahe &Mara &mew F.K. 7291D5 J.J. 223107 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2' MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL 117 3 313 (FULL DP) • • • • • • • '• ilr 4 RAIL• • And B WW MTG. RAL •2 212 ANCHORAGE;SPACIIYG,•ST�4NDARD•Ih W� . PT' ALUMiiIrIGL£M-lUNG t4NOOQV TMI:A(.T • • • 8rels W! • • • r•Wlrr • �RMe NTS 9 . 11 4040 20 F Visibly Better Ihroarat SHH700 PRODUCT REVISED as complying with the Fiorillo Acc ptanng ceNo o • • �21 Exsiralioq Dale Byiami M L. L rit 1'. A. LYNN MILLER, P.E. FL P.E.# 58705 •••' • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: \ 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: -------0 0 0. 0 0 0 0 0 Zr 0 Zc 0 0 o Z- 0 2 o ro0 0 zr. 0 Z0)O 0 0 z- O z 0 t?O 0 z- 0 zm0 0 0 z-Z 0 WINDOW WIDTH GLASS TYPE ace,- z- O 0 2t?0 ONQNO 0 T? z- 0 z00 O[3NO 0 0 ON0NO 0 C 04`rONO 0 0 O�QNO 0 �i 0 ONQNO 0 3 0 ONoNO 0 3 0 O 0 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1... 2 1 2 1 2 1 2 1 2 1 2 1 3 1 '2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 O,EFJ, K,L 1 1 1 1 1 1 1 2 1 2 1 2._.- 1 2_... 1 2._... 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000O,E,F,J, K,L 1 '...1.._ 1 1 1 ...... 1 1 2 1 2 1 2 2 3 1 2 1 3 2_.. 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4..._.3 1 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 1 1 1.. 1 - 1 _ 2 . 2 1 2 2 2 2 3_ 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2... 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 0,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 ....5 2 2 3 ....5 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 5 4 6 5 4 6 8. 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE:-: TYPE.-:, o a o 0 0 0 0[1 0 0 0 0 z�QQR 0 0 z 0 z0RR 0 0 zQrsQo 0 0 z�MQQQ_Qz 0Q 0 WINDOW WIDTH fV ON $ z 8 zoo CJ ' 8 N 0 z N V' ze? 8 F5• N} $ N U- Qz�+[o� U ,Ni Qz N V - U N 'L Y �v 8 .- 8 a 5 77 off' N 8 ^ U of 12 N U 0 N$ N U Q 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 • 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 21 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 12 1 2 2 2 2 3 2 1 3 3 1 2 13 3 1 3 I 3 4 1 3 1 3 4 13 144.4 J_: I.44 68 78 • • • • 44.000 2 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 13 I /• 5 IA I•R: 72 7 9• • • • • • 48.000 2 212 2? 2 2 3 213 4 3 3 4 3 4 4 3 4 5 3 4 5'-r 3 I 73 8 52 62 6 53.125 2 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 -1 3 1 4 5 1 3 1 k - 5•I 3 1 i Amiga: ada Derr Rr.a are F.K 729/05 eerd.eax JJ. 2/23/07 1070 TECHNOLOGY DRP/E N. VENICE, FL34275 P.O. BOX 1529 NOKOMIS, R 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCOTAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -181/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOW ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND _ GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 TABLE 8. KEY: MAX. PSF (DP LIMITED) • • 4LO1N M • • TO. RAIL • • ••• • • • • • 112 •2 • ?FUEL BP)r JAMB BELOWII 2 MTG. RAIL • • ANCHQIIAG; SPACINGS C+IS'OM LDDW 1164 PT' ALUAN 9/NG:I HUNG•lJIAi 1W, IMPACT'' • • Visibly Bette SH700 NTS 10 + 11a4040.20 F PRODUCT REVISED as complying with Ow Florida Blinding Code Acceptance No ) Expire',. Dale 1 iItr:,. (A" 11114 A. LYNIk1'MILLER, P.E. FL P.E.# 58705 ••• • a • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-3/4' M DGE .35 KSI MIN.\ CONCRETE • \ OPTIONAL 1x \\ WOOD BUCK (SEE NOTE 4) 1/4" MAX Delo EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE HOR (SEE NOTE 1 & + 1 3/8' MIN., •1-3/4" MIN., 1/4 1/4"� MAX. SHIM DETAIL A TYPIC L. 2x WOOD BUCK (SEE NOTE 4) TAPCON RETE-FLEX WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL B LANGED HEAD ANCHORAGE 1 1/4" MIN. rid, 1100 .7 Iin 1-3/4" MIN EDGE CONCRE FH BELOW RAIL (SEE 3.35 KSI MIN. OR 1.5 KSI 1x BUCK OPTIONAL WI OR CMU SUBSTRATE ETAIL C 2-1/2" EMBEDMENT .131" DIA. MIN. x 2 1/2- NAIL AT CORNERS AND 5" O.C. rYP 1/4" MAX. SHIM ANCHOR, EETING OTE 1 & 3) CRETE .CMU • OLID CONCRETE E NOTE 4) "MIN. EDGE 1 3/8" MIN. 1/4" MAX. SHIM 1 3/8" MIN. 1" MIN.EDGE NOTES: -- 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS'ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DE': AILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL D CAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM WOOD FRAME 2-1/2" EM EI 5/8" MIN. EDGE /4" MAX SHIM DETAIL F, (HEAD) 518" MIN. EDGE .131' DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5' O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE Reed Br New fined By. bnm Rn,aerfc Poen F.K. axe /p5 Checks. By J.J. mea 2/23/07 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.0.80x 1529 NOKOMIS, FL 34274 T Visibly Better DETAIL G, (SILL) 1/4" MAX. SHIM 5/8' MIN. EDGE WOOD FRAME • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • 2 11 EMBEDMENT • • • • • •• • • • • • • •• • • • • •• .• ANCHQRAG€ D �TAdLS• •ie ALUK•SINGii HUNa IIIO�OW, Ill? FACT• • aaw4adr: .er he*. Ma 4040-20 SH700 NTS 11 - 11 F PRoDUCr REVISED as complying xdfh the Florida Building Code Acceptance No16-0 IA.O‘, Expiration Date.l A. LYNIJ MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • t • • • • • • ••r • • • • • • • • • • • • • •• •• ••• • • ABRAMS RESIDENCE 1507 NE 105TH STREET MULL BAR FOR OPENING: 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 OPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miam idade.gov/economy This • 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 thi A lthority 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-Dadei3vrty) reser:4110 right • to have this product or material tested for quality assurance purposes. If this predaeh er material fails to. perform in the accepted manner, the manufacturer will incur the expense of such J8s'tMg and tjie•AHJ may. immediately revoke, modify, or suspend the use of such product or material within tM1} jurisdictlti r RER • reserves the right to revoke this acceptance, if it is determined by Miami —Dade ,ounty Product 1~ontrol' • • • • Section that this product or material fails to meet the requirements of the applicable(, 6y44ipg code. • • This product is approved as described herein, and has been designed to comply yvitlt the Flo;ida•Buildinq •. Code DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L?M I. • . m ube Nations", sheets 1 through " 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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 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 codenegatively 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# 14-1105.01 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 Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16-0218.0 Expiration Date: May 26, 2021 Approval Date: April 14 2016 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 B dated 10/10/14, 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 pc;FaC, Tint -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'263-94 • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, an ;l?A 202-9.�: •: along with marked -up drawings and installation diagram . of. clipped g1uminum • • mullions, prepared by Fenestration Testing Lab, Inc., Test Report Ne. FTL-6443 ..:. (samples A-1 thru E-1), dated 02/28/11, and addendum lettdr dattsl 05/65/1 , signed • and sealed by Marlin D. Brinson, P.E. • (Submitted under NOA No. 10- • • CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. :/1 •••. • . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue ez, P.E. Product Cont aminer NOA N r. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS ••••• 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industiaes,.It1c. for tlleit Series • "PGT" Clipped Extruded Aluminum Tube Mullion -„ 1y1.I., ap roomed on '. 02/12/15 and expiring on 05/26/16. •• • . • . . •• •• . . . • . • • • .• • '-)1/... Manuelt-. , P.E. Product Contrminer NOA No. ,-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 • • .••• • .•• • . . •. • . • • • • • • ••. • • • E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU G SHEETS 24 MULL LENGTH I --OPENING WIDTH FOR VERTICAL MULL-1 DETAI L. A.0.011 SHEETS 2-3 1 HORIZONTAL. MULL LENGTH SEE DETAILS A-O,G,H: SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: OPENING WIDTH --I OPENING HEIGHT FOR HOAR MULL ON SINGLE MULUON "1 SEE CORRESPONDNG DETAILS FROM FIGURE 1 ABOVE. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISIS100-07/52-2010 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE OETABS ATHRUG: SHEETS 24 OPE NG HEIGHT FOR HORIZONTAL SEE DETAIL E. MULL SHEET 3 FENESTRATION PRODUCTS WAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. I—HCRIZ. MULL LENGTH�j OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM. THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY 1S 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 ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 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. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-OATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL TO 2X WOOD.._._._._......_. 2 MULL TO 1X & MASONRY._._._... 2 INSTALLATION NOTES._.._._... 2 MULL TO STEEL STUD__._----- 3 MULL TO MULL_._._._..._.__._.... 3 ALTERNATATE CLIPS ..... _._.__._..4 BAY MULL INSTALLATION......._:-_ 4 1 %2 X .125 MULL SPECS.__._ 5 1 X 2 X .375 MULL SPECS.._u_._.5 1 X 2.75 X.376 MULL SPECS._.___ 7 1 X 2.75 X.85 LULL SPECS_.____ 1 X 3.126 X .500 MULL SPECS- —.9 1 X 4 X .125 MULL SPECS....__.._..10. 1 X 4 X .376 TUBE MILL SPECS-. 11 1 X 4 X.376 T MULL SPECS._..._ 11 125 X 3.188 X 285 MULL SPECS._12 125 X 3.26 X.100 MULLSPEC6__13 1.25 X 3.25 X.624 MILL SPECS.._14 1.25 X 3.94 X.824 MULL SPECS._..16 2 X 4 X.25 MULL SPECS_._.:__._ 16 2 X 8 X .25 MULL SPECS___._._: 17 128 X 2.11 X.125 LULL SPECS__ 18 30' X 3.25 BAY MULL SPECS_.._._ 19 45' X 3.25 BAY MULL SPECS..__._ 20 MILLION & CLIP DIMENSIONS_._ 21.23 EXAMPLES 1 & 2.._......_.._._....__.24 LOADING EXAMPLES.._._..._._._.25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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' TRIANGWiR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULUON IS SPANNING VERTICALLY OR HORIZONTALLY). THE VERT. MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/Fr) FOR THE OPENING OBTAINED W MULL STEP 1). LENGTH 5) FROM THE SAME TABLE USED IN STEP 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 SAM4SH G UR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SFZGCT C I PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • • • • • • • • • • • • 7) IF THE MULUON CAPACITY (LBS/FT'') OBTAINED I1MI TABLVIS HIGREFt TWN IHEOISIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING. YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATIN LBS/1•0) FOR THBIFENESTRATION PROM/CT TTQQBE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE M9LLIOISYSTEM.IHEI.OWER4DF THEiWO SHALL OPPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • • 9) HIGHLIGHT OPTION USED AND TAME VALUESeU6EDTN A SAL)Il A IJEATI� N \SHE: USING THIS NOA TO APPLY FOR A PERMIT. • • • • ••• • • • co Z 0 J -J w CO 1- F Z D F a W U 0- 2 M1 N Ti lD A tp 1 m 1 RZ N `o .O 1 0) co Ch X O to PRODUCT REVISED n complying with the Florida Building Code AccepUnce No - �'S' .•AL , Date J By U,I4 .- . Mimi � , pm 1 \‘\\ .(LYN.Nhvz , A7i‘, ' No.58705 • *'' s %im • p�1 4s`s FL P. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. EMBEDMENT EXTERIOR FRONT VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 16168 BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET 1. EDGE DISTANCE FOR WOOD SCREWS DETAIL MULLION A WOOD BU (STAN EX THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B•16B Hi_EDGEJEND DISTANCE SEE TABLES 1B-168 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 INTERIOR CLIP 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 APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. EMBE •• •••• •• •• • • • • MR•12.7 KSI CONCRETE OR CMU FRONT VIEW • • • • • • • • •• • • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-16B TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 18-168 EDGE DISTANCE. SEE SEE TABLES 1&168 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. N ylE N 0) 0 re z Z Z 0 Z IY O m 1 CO co v 0 rn 0 0 PRODUCT REVISED as complying with aB Flail Building Code Acceptance No Ex •. ration Dare /I- , By Miami Product 0,3 2024 `\\'O�\y LYNNr4170/,�i \; •„GENS0 '•.FP i r No.58705 ' S 1 OF O r`‘‘ A. LS$INIMILLEFt, P.E. FL P.E.# 68705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. MN 2.7 KM CONCRETE OR CMU FRONT VIEW THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-13B EDGE faSTANCE F�—SEE TAffiPS MN 2.7 KSI CONCRETE OR CAD 1B•1313 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 INTERIOR CLIP 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 MIAM1-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW • • • •• • EXTERIOR .125 MIN. TOP VIEW VARIE4+----1 [i= LINTERSECTION UCLP FRONT VIEW • ••• • • • • • • • • •• ••• • DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) EXTERIOR NOTES: 1) MAY BE INSTALLED IN "TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. N12 STEEL SCREWS, SELF-DRIU.INO OR PREDRILL MULLION MID USE SMS SEE SHEETS 21.23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-13B SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION • le *A AND oibusioNT wilts 111E FL FOR STIEL S•UDS6I81SEER THAN BUILDING • • CODE, A17X WOODOACKER I JST USED. • • ATT/i1MEN6BYBTHE)ZS USE WOOD ANCHOR SPECS NOTES: 11) FOR 2U WOOD-BACj(6D STVL STUDS, WOOD • ANCHOR VALUES MIRY BE LYiE4 •,••,, •• • �)IEE�O RESPORDING MULLION TABLES, • 8IEEETS48- FOR L3 ITI?e PSCREWS. EDGE DISTANCE SEE TABLES 1 B-13B SIDE VIEW MULLION SIDE VIEW EDGE DISTANCE SEE TABLES 1B-13B >nn E ro m 2e Z A 1 CO CO A° O O m0 Y O cn PRODUCT REVISED complying with the Florida Building Code AccepHm1f0•C21$•6 ce No 3 Ecpimti. Deco .C'ni/! . 2O24 owe', / A. ,, ��; '��LCEN SE ''•. �, -n :: No.88/05 IU_ :OT FLGR\OP•' C9 A.'L'YN I IFLEA, P.E. FL P.E.# 58705 ••• • -• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR EDGE DISTANCE PER ANCHOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DET/JLS AE. SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CND OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X .125' MULLION. 2) SEE TABLES 18.13E FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 0 SIDE VIEW SHOWN WITH 1'X4'X .125' MULLION MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB•1421 STANDARD CLP TO BE MOOIFEO INFIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B.14B EXTERIOR INTO W000, STEEL ALUM, CMU OR MASONRY dl ,j v r- TOP VIEW 2"X6'X.125. ANGLE CUP, 2 PER MULLION ENO, MUST BE INSTALLED INSIDE OF MULL EDGE DISTANCE PER ANCHOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45 BAY MULL TOP VIEW TYP. ANCHOR /—PER SUBSTRATE, / SEE TABLES 16B OR 106 EXTERIOR Y X6° ANGLE CUP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL • • NorEStFOR IA • • NaT t ATDN:PV 8 & H: • •t pSE; •AIIGLLBCLIPS IEIRMULLIQN END. CLIPS MUST BE INSERTED INSIDE OF MULLION. • • • • • • • • •• •• 2)• DETAIt aa: SEE•TABLPS 1e-14s *OR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • • • • 3) DETAIL H: SEE TABLES 1513 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • • LOCALII 4 . ••• ••• •••• • • • • • •• • • • • • • • •• • • • • • • • ••• • ••• • • • rn z 0 J -J 2 w m 2 z 5 7 -J la- D' U a 2 N lb 0 0 1 MO V' O O 4 y mgpg� Y co O PRCOUCT REVISED os complying with Iho Florida Building Code Aeccplunm No �I-028'0 Expiralian Date By Mieml. - Product `\\��LNIh1r41/ //,ice 4 2O \DENSE F,p ; c No.511705 • ; o 6t, Q 6 : Ur.- TE • A ItY)yry" 145p.E. FL �� it 5870870 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A 1 x2x.125 Alum. nibs .Murton 501n RodnPYr Loring 1 7140014510. LAWN 60M RaotrQ66. Laming 1 3 a 42M 481n 60.6251n 54 M 60In mot 68M 726n 76 5 76 L1 TABLE 1B 111.9 74.9 63.0 82.6 33.4 311 20.6 222 184 170. 406 312 281 247 200 181 165 139 126 115 129.E 63.8 70.6 57.5 412 35.3 30.0 23.3 19.7 182 332 256 234 207 170 156 03.2 62.4 63.2 43.9 32.0 27.6 11 408 312 261 247 200 401 Top/mnp- loodrg 116.6 714 61.6 416 35.4 10.3 8g 325 212 226 202 106 152 In 70 Reclnp4r Loosing 1 11 70.9 535 416 37.6 27A 23.7 406 312 281 247 200 161 Mullion Capacity Table (Iboel21 Opanlnp Wldth (forwNCalV.6P9mlro mubns) or Opening Haight (tor 1ar12ontalbopamng mtons) 801n 1mp/1150 . Loadrig 1 107.6 67.0 65.7 44.0 31.5 28.9 11 321 248 224 199 163 140 Rrrotnpan loading 69.9 480 39.9 329 24.0 20.7 if 406 312 281 247 200 181 77411/114np. Loedrg 104.4 612 511 41.5 28.9 240 11: 319 248 222 196 160 146 901n RMugdr Losdng 621 410 35.6 20.2 21.3 114 406 312 261 247' 200 161 Trep/Tdrg. loosing 1 104.0 613 50.1 39.4 27.1 226 319 244 220 194 150 144 160 M Roetanpdr Innlog 1 619 37.5 31.0 26.3 192 18.8 403 312 281 247 200 181 Tnp/al.np. Lo6dlg q�5g 9C 104.0 61.0 49.3 314 25.9 21.7 F g 319 244 219 ip 157 143 Renwpolr /.going 40.6 312 26A 210 16.0 11 406 312 261 247 200 120In lip/Tdong. Loosing 11 104.0 61.0 49.3 311 25.0 F it 319 244 219 193 150 1401n Rut -We Lomdno 11 30.9 216 220 10.0 401 312 211 247 Leming 1 104.0 61.0 49.3 36.1 319 244 219 193 100111 Re-Ln•dr Losing 1 310 23.4 210 16.4 11 403 312 281. 247 TmpRMnp. Lon6g 104.0 61.0 49.3 311 319 244 219 iW 142 120 24.0 165 26.1 139 200 166 211 136 18.0 165 21.0 134 109 104 18.5 139 19.9 110 15.9 139 17.6 116 15.7 125 16.6 107 Anchor Cap Panama Anoint Ilya E406 Ok16rco (0. unwo nab or 2 Amnon a 4.75" MM. O.O. /8Wdna o04r an fig. 1k 4 Anctton 0 1.156 A4le. 0.C. / 615ol553 (0(0 6N) COP fflo. 2k 4 Alwhon 46 3" Mn O.C. / (2) a5 Angle COP. / (Flee 37 2 Anshan 0 0A5" Mn O.C. / coop. Into .125" Alum. (FIO. 41- 1 Anchor FCYpffg 5k 2 Anota16 91.15' Min. O.CI F-ab ff10 6k NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 273 Connote Y17 Eko Unison 1" 43H". 390 one 400 as 780 81s WA 1958n 2-1/C 147 390104 7031154 780 104 WA 195M4 Anchor Cap city Table fibs) 1/4" Elko Unseal 1" 1.M" 450 p WA 690 Or WA 225 as 2-1/P 14W 080 9n WA 1560 814 WA 4450n 3.51 Cow. 5/16' Eke 3.V6" r 1844 be WA 1196.4 WA 822104 Y16" Eau Ullracan 1" 1-1 le 270 104 WA 540.4 WA 135 194 2-11Y 1417 240100 300806 560IM WA 140 la FIGURE 1: • FIGURE 3: • FIGURE 4: • • • • 240 8r FIGURE 2: 350 M WA WA • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • .WA WA 100 Ps Holm/ CMU 1/4" Eko Ibrecon 1" 1.1M 354In WA WA WA 177 14 WA 2-10" 1.1/4" 740 9w WA' 700 46 WA 310ae WA 11.4' 86 Elm A00n cssw r 1-1/4" 374 9e WA 748 9■ WA 1571a WA stir Elea Macon 3.19T 1.114" 6E4 mo WA 800 Ws WA 332 9w WA Fie/ CAW 1/r 88 Eke A00/oQolr 2" r 048 a4 WA 180210e NIA 473 a4 WA PT Wool HO316ot Screw (05) 0.46" IJ/r 3411ee 602 4s 682 D6 WA 1708w 112 810ot Some (C55) 0.64' 13R" 442104 885104 MI5 Ito N/A 22110e Mold 1112 Sled Barmy (051 0.324" ides 580106 1120 M. 112010 715 86 260 06 341 Ds 442.E 560814 ANCHOR CAPACITY ADJUSTMENT FORMULA: (Op ) X ( ANCHOR CAP.,,,,,„„\ ANCHOR CAP.., `MULLION 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. 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) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS 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 l',ATKyi: • • •• • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TDACI 301 SPECIFICATION fa H(&L('/AD(OUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM T( STM 0-11D. WOO•SFYLL SE IVU -,�T7REATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 440111.4Uti �L%E883. 5ANDIIEAPAINIMU OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK M�GAUOE). S18LU0(U17MI•STEELTO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL p10 8 612 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. • • • • • • •• t • • • • • • • • • 41 • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • .125" 1"X 2" X.125" MULLION 154 1'n 0 CO CC 5 W m 2 tO CL co Ul 01 0 ko Irt AD PRODUCT REVISED as complying with the Florida Building Code Acceptance No • oti Mums Product 014114,, :S1 .14. .6‘1. 14: r rt of FL P.E.# 58705 TABLE 2A . MuObn CapacNy Table (bt)62) 1 x 2 4.1: Opening Width (tor v610056y-9pmmrp maims) or Vpenny mown lw0,...,..,,,,o.,...„ ._.. _, 6070 6051 701n CO In 9061 10011 12015 1401n Tnp7dm9 160In R. n49 11W7Mn• x .375 3.I ReoNroulr TraWMaO. Ra af•la• 4oa•n9 Tm Tl94 laming RsoNrowr 1o4466 T1apITdaro. Looting MetiroUr 1aadro Tfap#4aro. Loading Reetng0r 1u61n0 Trap/Mars Loam Rear9Uar Laming Tn5Rdro. twang Reolangir Laadro TrAITI•g. were R.CWU• Le000g Losing loading Lo0*.o 1as09g hI 1a a600 II II II1 1' 1 II III II II1 II II III III III liI II III II 617 fi 3 e i 170.0 423 1700 435 151.3 662 170.0 478 120.7 602 170.0 508 113.5 932 189.5 518 1009 662 166.0 617 90.6 652 169 517 757 682 1959 617 84.9 582 1619 517 66.7 682 1619 396 42in 507 136.0 419 101.4 507 119.2 410 aka 507 108.7 403 760 507 1026 309 67.6 507 69.6 397 80.6 507 990 396 50.7 607 99.0 396 43.4 507 99.0 396 360 607 69.0 356 461n 121.6 453 114.6 379 014 493 99.9 371 74.1 456 90.5 384 640 456 846 350 67.6 456 81.3 357 51.8 456 800 358 432 458 80.0 356 37.0 456 000 356 32.4 456 00.0 60.8251n M 103.7 85.4 400 93.3 338 71.2 400 00.9 320 61.0 400 72.7 322 514 400 67.3 3121 47.5 400 64.0 315 427 403 623 314 358 400 61.0 313 30.5 400 81.6 313 257 400 61.6 313 253. 54 80In 02.3 324 88.0 278 51.9 324 57.5 270 44.5 324 51.2 264 369 324 459 260 348 324 419 257 51.1 324 420 256 26.0 324 40.5 253 222 .324 405 253 115 334 40.5 33.4 210 209 294 57.4 252 44.8 294 492 248 30.4 294 43,8 241 336 294 398 237 29.9 294 37.1 234 269 294 352 232 224 294 315 230 192294 33.4 230 160 294 27.7 W 00535 66In 460 258 49.6 230 240 258 424 225 33.4 265 37.5 221 292 268 34.1 218- 260 265 31.6 215 23.4 200 216 212 10.5 265 20.0 210 16.7 286 27.7 209 14.5 268 225 10.6 150 176 158 729, 36.0 225 37.9 196 300 225 322 191 257 225 28.4 195 22.6 225 256 185 20.0 225 216 102 160 225 221 100 15.0 225 20.3 177 129 226 19.6 176 11.3 761n 306 202 320 177 25.5 202 27.2 173 219 202 239 170 19.2 202 21.5 167 17.0 202 19.7 185 15.3 202 18.4 933 125 202 18.7 180 10.9 972 15.9 155 9.6 202 192 14.2 550 76 15 26.3 192 210 180 216 100 251 165 202 192 22.0 102 17.7 192 19.7 159 15.7 192 18.1 157 142 192 10.8 156 11A 102 15.2 162 10.1 192 144 150 BA 165 144 19.0 120 15.4 144 16.1 178 60In 127 15.6 113 .. . 96In 152 _ A unun1 CAPACITY AI1JUS 2B AnohorCgp Patterns WAWA MCnOn:apelnly 2.7k Canoe* 35k Cap. loom tam Nagar CMU F*Nd CMU PT ww0 As5507 Typo: Y18'EloOl 0.099 114 Ono Ullman� 511r Elan 3N8•Eloe Ween IN'EIeoUMcan 64. 86 Eko A0•sOaler 5". El" U9ICM NY 88 Eb0 A090316f 610 Steel Wanto5) CAA txalal60 M3 r 2.1? 1• 2.1/2- 3.118' 0 2.1? 1• 2.1? r 3-1/8' r 0.40• EmbArnent pa 14/0 1-3/4. 144• 1-3IY r 1-mu- 1-170 I-0/4• 1-1R• 1-VC 1.1N• r 13I6' b MA O.C. / Standard or Mel Cop (FM. 12 300 b 310 be 4501ba 660 ba 1644 Oa 270 b 2801b9 354 b 740 b 374 IA 664 b 9401A 341 082 b 2 Anchors 45)/.75• MM. 0.C.1 Slmndald (ar08mq alp (Fg. 2): 493 b 703 b WA WA WA WA 300 b WA NIA WA WA WA 602b 4 Anchors ®1.15- WM.O.G/ Q) 2o5An9N a0n l(Flp. 32. 7806s NO lb 080154 15801b$ 1066 be 540 ba 500b WA 760IA 740 b 8801ba 1892Om WA 4 Andras A3" O.C. IUL9p, Info Alum. (Fl0. 42 WA WA WA WA WA WA WA NM WA WA WA WA 2 Motion00.4YMM. .125' 1 Anew IF43U(F0. 52 195 be 195b 225 be 445b 82216 135b 1401bs 177b 170 Its 1571bs 332b 473the 170be 341 b 0 2 Anchors 41.75• MA. O.CJ Fi141fl9. 7 _ __._..__ 240 be - 350 b ___.. ..... WA ...w, WA _ ..•..,A„ice N/A AC TUC WA ereNnACft 100 b rY IP Nov NIA WA NIA WA NOTE: FOR THE OFFSET CLIP, USE T FIG• URE 1' II II I FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS FIGURE 5: It • FIGURE 6: II • •1 512 Steel Saw (05) 0.54• 1-3 6• 442b 8651W 865 Ns NIA 221 lb, 442 Me ►NMI 1112860 Wow 105) 0.324• VOA 560 b 1120IA • 1120 b 715124 290 be 550 b MENT FORMULA: (DP ) x ( ANCHOR CAP.,,.,,.,.\ a ANCHOR CAP... MULLION CAP.,e..a, 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) 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMLR46IONW! IIESWRICiIONS$FIONS0 SH T 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE I3CATIONS. � • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3Q1 SPEC I,M,t1'•10 S. AOLLOW*M09('R0066-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM CAP. 40 ( (ALt U 'R St1RE-TRE FED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T6 D BE MIAIMIP OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MeV ;VEL.18-6 SS. OR 410 S.S. •• • • '• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ---) 1.000' I-- 375' 1" Xr X .375" MULLION Z 'O w CO CO cn Z J w Ce U a In N 9a 40 m IY •8 CO 1 01 0 . O 52 O e'O ET, o'er PRODUCT REVISBD as complying with M Fledge Building Code Accepmnce No 3 ' A - • D Expiration Dale -�- ( \11)111)7,7 \�\ON( •� •' L\CESP 56705 Fb ,•�LV 4/QNA1- � .• A. L NN MIL IIEFi, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • . • • • • • •• •• • • • • • • TABLE 3A Mullion Cepacky Table (tbelRt) 132.75x .375 \:7:1 Opening Width (far ye:dodgy-spanning 076450m) or Opening Height (tor hof2A19ety-opeMtp Ind5orn) ogle e01n 701n 901n 1001n 1201n 1401n 140In Roetan033 T3p701an0. Ieadrg Reobn0lW • toadn9 1INAINrg. Laving RocinWr Loading TrsWTlerq leadrg `O Re04ger Loadng 1134/+d3r0• • Leedn9 R4cfanodr Leadn9 110WOlanp. Losing RodenW6 Losing TnpR6err0 Lowing Reelri(Or 1'oa6n0 11e3/1114n9. taring RaeWp6r Lasing 7,3011fin0. - Lo4e9 Reot.io011r loading 711pR13rq. Loadrg Alum 1avdn0 il 11111111 11 ii 11 it 11 ii 11 11 li II li II ii 11 ii II li it li it fl II li 11 ii II li II li it ii 4 421n 170.0 620 170.0 435 170.0 744 170.0 47e 170.0 868 170.0 506 170.0 092 170.0 510 170.0 1116 170.0 621 170.0 1210 170.0 621 148.7 1301 170.0 621 127.6 1301 170..0 621 111.E 1301 1701 621 080 48In 170.0 708 170.0 624 1701 050 170.0 864 1700 992 170.0 630 1701 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 1139 1130 170.0 630 07.8 1139 170.0 680 85A 1130 170.0 to 1 170.0 747 170.0 563 170A 596 170.0 631 167.E 1032 170.0 864 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 708 97A 1032 170.0 756 833 1032 170.0 756 73.4 1032 170.0 756 5012510 wln 170.0 797 170.0 612 101.3 607 170.0 691 1382 907 164.7 730 120.0 907 1525 725 107.5 907 145.0 714 00.0 907 141.1 710 50.6 907 140.0 709 611.1 907 1401 700 60.6 007 140.0 701 113 In 141.1 735 151.5 525 117.E 735 130.3 611 100.8 733 116.0 690 Ill 735 100.2 600 76.1 735 09.6 683 70.6 735 95.1 578 50A 730 01.6 674 60.4 735 01.8 674 44.1 735 11.8 574 131n 1211 NO 130.0 670 1011 864 111.6 567 137.0 ON95A 547, 76.2 666 90.1 636 67.7 eee 63.9 531 5119 696 70.6 520 50.0 606 761 621 43.5 030 780 621 30.1 686 751 621 86 h 100.0 607 1124 522 06.3 607 90.1 511 75.7 607 85.0 501 662 607 77.1 493 56.9 607 71.5 486 63.0 067 676 461 442 007 03.4 476 37.9 607 62.7 474 33.1 807 62.7 474 72 In 11.6 510 65.0 443 66.0 010 73-0 434(57.1)510 643 426 51.0 510 67.9 419 45.1 510 53.3 413 40.8 510 00.0 408 34.0 510 451 402 29.2 510 44.4 308 26.5 610 MA 399 76 h 694 456 735 400 67.6 453 01.7 392 491 453 54.1 385 ♦ 486 ' 376. 30.6 450 4411 373 34.7 450 41.6 308 20.0 458 37.7 302 24.8 450 36.0 360 21.7 450 35.7 358 76 In 642 436 670 361 631 435 664 373 45.0 435 40.8 366 40.1 435 44.7 360 35.7 435 40.9 365 321 435 341 ' 351 26.8 436 34.4 344 229 435 320 341 20.1 436 322 340 00 in 411 327 43.1 200 34.8 327 36.4 205 29.9 327 31.6 280 26.1 327 283 276 232 327 25.7 271 20.8 327 237 200 17.4 327 21.0 262 14.0 327 19.3 256 34.4 207 36A 267 21.7 207 280 252 24.6 207 26.0 240 21.5 287 23.1 244 10.1 217. 209 240 17.2 267 19.3 237 14.4 287 160 232 161n 100I In 242 227 24.7 205 202 227 20A 201 17.3 227 16.0 1913 15.1 227 10.0 195 111 h 22.3 215 22.7 194 146 215 19.1 191 16.9 215 163 188 171 181 17.0 167 - - 1201n - TABLE 3B Anchor Clip Patterns SWsN.1e: 2.78 Crnb w Anchor Caps Iy Table (Ibe) 333 Caro. tklew CAM Arohr1ype: E. MINN9r7 Embedment (Int; 2 Archon (34.75. Min. 0.G I NANO rOhe1 op MO. 1E 4 Anchor o 1.1E Mln. O.C. / Sten rd for °beg COp (Pro. 2).4Nnhors®3' Min. O.C./ (2) 235 Aryh 0610/ 010. 37 NNr 2 A s 4) 0.45' Min. O.C. / 11421p, Me .126' Nu/n.1F10. 47 1 Anchor/ FEN 0'10. 53 5/1E Ekol6naeon 1` 1-L4' 390 IN 460b 780 b WA 195 IN 240 IN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ? 2-1 1-3H` 390 ks 700110 780 IN WA 195 b 114* FloCarioca 1' 1.3/4' 450b WA 680 lb. WA 215b 2-1? 1414. 090 Et WA 1560 Ws NIA 445In stir Elva (00nwr 3.1/r 2• 1844 b WA 1856tes WA 622 Is 3/16. Eko 806aean 1' 270 IN WA 540 IN WA 135 IN 2-1? 1.1/4' 280 OA 300 Its 56010s U N 140166 1N' Ek0 Usaocn 1' 1.1/r 354 be WA WA WA 177 Ea 2-1? 1-1N' 7406n WA 780 bs WA 370Io WAS Eke A90e0s1r r 1.1N' 37410e WA 746b WA 1076e 5/1r E10o 101racon 3.1/r 1-1/4. 064IW WA 8801te WA 332Is Flied EMU 1N'SSBoo A00rK1alor 2' 2' 946 NA WA 1892 IN WA 473Is • Pi Wood 610 81a01 Screw (05) 0.4r 1•3/r 341 B62b 662 b WA 1706n 812 NWNow (05) 0.'N' 1-3/6' 412I0s 635103 06510a N/A 221 Ws MAWMr 012 Steal Saw(a5) 0.324' larks 560 b 1120 IN 11201M 715In 280104 311 be442Its 500113 FIGURE 1: . 2 Anchors h 31 1.15' M0.0/ F.Olp AN.07 35014 WA WA URE FIGURE 3: • • FIGURE 4: • • • . • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 6: • • NIA WA 190Is WA WA WA WA WA gTMENT FORMULA: ANCHORCAP.,,,,,.,,,1 ANCHOR CAP.,. (� ) X `MUWON 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 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TART ES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LEN•THS AND/OPOFENIND 1AV��S 1WALI•bw • • •• • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NO1•7 SCAIL! FOR E)64CT6DIM 485:151�, SL HEETS 21-23. FIGURESHOLES TO BE DRILLED HOW SUGGENTHE FIELD STED, APPROXIMATE 1HOLE LOCiTlORS. • T•hIClI �N6 SWIM O•• SHFETS 21-23. 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. sLUAI�Vt]M SHALL NE 9063-16 AND BE A yIVIMUM.OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRAD ANjN) .045' TH (#8 GRUGE). STRUCTURAL$TEjL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO MET SH/,-L D r UfAST 3 SOREW EA TI6RDS BEYOND THE MATERIAL. 610 8 #12 ANCHORS INTO WOOD MAYYBN STEEL, 1 L.S.5 0Rr!110S.S.• • • • • ••• • • • • -1 1.000' r F 2.750' 1' X 2.75' X .375' MULLION 1 to O 2 g 1 z 1 1 N ad r z 1 y �-3 O gi PRODUCT REVISED as complying with We F11*b Building 4 odc Aceepunce No Vv..' ='18.03 Expiration Dab ! G:TW/ 2021 By Mi Product 03o' I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •,• • • • • •• • • • •• •• • • • • • • • TABLE 4A Mullion Cepaolty Table (1b.Al2) 1 x .660 brill Opining W W67(tor velacally-ep9'057g mcluar71) or upellap mown 1•M ..n,.,,.o„- ,..,......,._-... _, 501n 00 In 701n 801n OO In 100 n 120 in 1401n 100 in MWnM,q. 2.76 x Alum. RmhnOdr 1t0PW 1T0.5F RsdmgiM Tripl iup. Leafing Reder1YOr L0edrlg 0891111eng. Lead's' Realenlpdr Loedns 10p77Mnm. leedlp Redanpulr Looks Tres/Ting. te.dn0 R.danplr Leming 7nplTOsi4 Leming Rectospier llsoChnr19. Leming Redet•d.r Ladng Taplhler•. 10.dln0 R•etenWlr lodrlo Lo.dnp Leming tondos 1 a Lamina I II Leedom I II I la I ha 1 II1 II I _ II I II1. II I hh I I 1 11 I ill it 1 I I I la 170.0 820 170.0 435 170.0 744 170.0 478 170.0 861 170.0 500 170.0 902 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 151.7 1820 170.0 521 130.8 1610 170.0 521 4251 In 170.0 706 170.0 524 170.0 050 170.0 504 170.0 092 170.0 630 170.0 1133 170.0 Me 170.0 1275 170.0 -077 170.0 1417 170.0 610 141.7 1417 170.0 000 121.5 1417 170.0 000 105.3 1417 170.0 000 t 5_ i NI 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1045 170.0 084 170.0 1105 170.0 723 1028 1200 170.0 747 146.3 1206 170.0 758 121.9 1200 170.0 750 104.5 1200 170.0 755 91A 1288 170.0 754 0e1 50.02515 541n 170.0 707 170.0 512 1709 958 170.0 691 170.0 1111 170.0 754 150.7 1130 170.0 603 133.0 1130 170.0 837 120.8 1130 170.0 $50 100.5 1130 170.0 001 06.1 1130 170.0 051 753 1130 170.0 715 8018 170.0 605 170.0 701 140.5 015 1023 761 125.5 015 144.5 740 109.9 015 132.3 735 97.0 915 123.9 728 07.0 915 110.5 720 732 015 114.4 715 023 915 114.4 715 545 015 114.4 1513 030 1e1.9 710 120.5 830 130.0 094 100.5 030 1232 551 MA 830 1122 670 04.4 830 104.0 602 75.0 630 99.4 556 83.3 530 94.5 549 542 930 94.1 040 47.4 030 04.1 049 6311* 1321 767 140.0 650 110.0 757 119.$ 835 94.3 757 1059 0244 82.5 757 95.1 614 73.4 757 69.1 000 MA 757 342 600 55.0 767 79.0 503 47.2 757 732 501 413 767 702 591 Mn 101a 63e 100.8 552 e4.e e3e MA 540 727 ex M.1 530 673 sae 722 521 565 e36 M.5 514 soA e36 023 Sae 424 40e 572 Sao Sea e3e 55.3 497 315 OM ssz 497 ren 70 in 1303 571 90.4 400 721 571 78.8 480 'TIC 33 571 07.4 470 54.1 571 00.6 471 411.0 571 553 464 43.2 571 513 450 30.0 571 47.0 461 30.0 571 44.9 447 27.0 571 44.5 440 423 310 78 in 80.0 542 03.4 474 85.7 542 70A 405 57.1 542 62.1 450 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.$ 437 333 542 42.9 429 205 542 40.0 425 25.0 542 40.1 In 521 407 53.7 351 43.4 407 46.4 3S5 372 407 39.9 349 32.6 407 35.3 34S 235 407 37-1 338 28.0 407 20.6 334 21.7 407 20.1 327 16.0 407 24.1 322 10.3 407 73.0 90 M n 429 35e 44.1 320 35.0 35$ 372 314 30.7 350 32.4 300 213.8 350 28.1 304 23.3 358 28.1 300 21.5 350 24.0 290 17.0 350 21.0 289 15.3 358 102 204 101 n 30.1 283 30.$ 255 261 203 25.9 251 21.5 203 22.6 247 16.6 263 10.0 244 16.7 203 18.0 240 15.1 283 103 237 273 267 2e3 242 23.1 287 23.8 238 19.1 207 20.6 235 17.3 257 10.3 231 15.4 207 10.5 2z5 1110* 220 229 22.3 200 18.3 220 18.6 205 220 15.7-- 1112 202 12051 - - -- - cry Anil I3 TABLE 4B Anchor Clip Patterns Sublae: Amkaly9x Edge Dklem. hr3 Embedment (in) 2And= 0 4.77 Mn. O.C. / Slenbed a OOed OM 010. 1). 4 Makes M 1.15' Min. O.C. I Sondra (a Meet) Cop 6q. 2k 4 Melton ® 3' MA 0.C. 7 45 25 Angle C9p0 / (F1g. 3T 2 Archers 0 0.45* Min. O.C. / 11{79. 1i. .1256 AM1. (FI9. 41 1 Meter / FCIP 1F19. 57 2.71 Concrete 311r Eke WUma 1• 1-374• 350 b 480 be 760 to WA 195 be 2.1/C 1a/4- 39ab 700 be WO be WA 1950e Anchor Cep city Table Obs) 1/4• Ek0 Ullman r 1.314' 450 b WA 680 WA 225 be 2 Anchon01.15•1 n.O.C/F411p(IO07 240be 350 Pm WA NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP () CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 2.1/2• • 1J14•. 890 be WA 150010e WA 445be 3.5k Cam. 5/1r Eke 4A0mca 3.ur 2 1644 Re WA 1898 b WA 822 3'lr Ebo Unman 1• 1.1H• 270 be WA 540In WA 135i 2-1l2' 1-W 260l 360 6e 50010e WA 140b Inlay CMU 1N'Eke MuAn r 1-114 354b WA WA WA 177 L 2-1/! 1-u4• 740 Re WA 780 0e WA 370b 1/4- SS Eke $0011009 2• i.u4• 37410e WA 740 be WA 157b 5/10. Eke Ult0Oan 3-1/r 1.1/r 084 WA MO Ube WA 3321M Filed MA) 1M SS Eke AOp.0elar 2• 2 045 ne WA 1102104 WA 473 b PT Wad 010 Med Scm. (OS) 0.4r 14/0' 341 Me 082le 6022be WA 170 b 112 Sled Sorra M5) 0.54• 144r 4421m se51b� MOO 012 Sled Sam (G5) 0.324' wise 650 be 1120 en 1120b 715 be 221IM 200 be 341 be 442 Me 500 b FIGURE 3: FIGURE 4: • • FIGURE 2: WA • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: II II ••I • WA WA 190 be WA WA WA WA WA ENT FORMULA: ANCHOR CAP.,,„,,,,, ANCHOR CAP.,,, (DP.)X MULLION 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. 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 AND1019 OWNING INIDTHSIS ALIpweBLE • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT T8 $CALF. F EXAE1'DIMENSIONIA SSE SWEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME dIONAC�StICION� S150Vm E:SHESIS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE li)CATIO(iSo • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUkIINSHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND AVT HICK 6t UG gSTRUCTURI .46TEE1•TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO MEAL SMALL EXT ID LC/1S 3 SCREITHRE.S BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE ITEEL•18E S9Sr9OR#110�.S. • • • • • • • • • • • • • • • • ••• • • • • --•I 1.000' f-- r 2.750' 1' X 2.75• X .650' MULLION 1 O d 1n z 0 w I- z D W C4 U a U) 5s N m -3 0 r0 8 1 W CO w w x N 0 J J 7 z z N rA 10 O 3 z O I cc O !Y PRODUCT REVISED as eomply40e with a0 FTlride Building Code 4.c218,.4a3 Accepiaoco No EApinlion Dab 1Z.02:� By �ry10nA,1TI y.eyy Milli 1;1111)! �10ENSF '•. F'Q No. 58705 i / j11111 L1 A LYNN MILLER. P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• TABLE 5A Mallon Capacity Table (lbam') i..3.126. .Tubeul Tuba Opening Width (for saticallysparfrp minion) or Opening Height (tor I3d2or4aaysperrirg millions) O N 001n . 701n . 60 In 901n 1001n 120In 1401n 100In RwlnWie 7e005.0. Raclarl9rr Trap/Meng Lasir• Rec0riWr taa4q 75p#1066 Lewin/ R0Wr90/ Ladle 121,01100. tomb/ 000002 Loading 15 p/L4•10.. Losing 66ot Loosing 1/591Nr•. Losing Wctn0ulr Louring Treilliang. babe Rsctu, TnpTdaro. 04151 g R 014000• Lemke 11ap/Man4 Lowing Loa610 Loodn0 x Mull Loosing 2'O Io1 ytBy{¢ / Lowing 2 Ig1 11 6 III y€¢ I 'q¢ yi¢ i8 S add Ba 8 1 g 19 II g� 2 /1 '�¢l � i i I- y g• i � IIi h � I I81 y{}� 8 i Ice y(i� 8 �${ O Ig1 y �• 28 �$$j 2 I 2so II �t 2 I to 3 os 42 In 170.0 620 170.0 435 170.0 744 170,0 476 170.0 OM 170.0 506 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 1701 1735 170.0 521 154.4 1002 170.0 521 40In 170.0 705 170.0 524 170.0 650 170.0 654 170.0 092 170.0 630 170.0 1133 170.0 Gel 170.0 1275 170.0 677 170.0 1417 170.0 600 157.7 1577 170A 000 135.1 1577 170.0 600 116.2 1577 170.0 640 50.0251n 1701 747 170.0 683 170.0 99e 170.0 631 170.0 1045 170.0 004 170.0 1106 170.0 723 170.0 1345 170.0 747 1701 1404 170.0 750 141.7 1495 170A 750 121.5 1495 170.0 756 106.3 1405 170.0 750 54In 170.0 797 170.0 012 170.0 050 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 003 100.1 1401 1700 637 140.5 1401 170.0 056 124.4 1401 170.0 061 106.E 1401 170.0 051 93-4 1401 170.0 061 0051 170.0 665 170.0 701 170.0 1063 1700 707 150.5 1150 170.0 676 136.7 1150 167.0 926 123.3 1150 156.6 017 111A 1150 140.7 910 92.5 1156 144.5 003 713 1156 144.E 003 60.4 1156 144.6 OW 631n 170.0 930 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 000 119.E 1040 141.7 046 100.5 1049 1320 030 95.0 1040 125.5 620 79.0 1049 119.3 020 055 1049 110.9 019 59.9 1049 1151 610 06 h 100.0 955 170.0 709 130.0 055 151.3 004 119.1 055 133.7 MS 1042 055 121.4 776 92.0 055 1126 760 03.4 065 1024 757 60.5 055 90.0 749 50.0 955 00.7 745 62.1 055 06.7 746 nit 1205 603 134.0 697 107.0 603 114.0 662 01.6 603 101.1 670 003 003 01.2 059 71.4 601 63.0 040 64.2 003 70.6 642 63.5 603 72.2 032 45.9 003 00.0 620 40.1 60.1, 701n 1002 721 114.1 620 01.0 721 07.0 610 70.0 721 05.1 605 44.3 721 70.5 595 603 721 70.1 306 51.5 721 0.1.4 679 15.5 721 59.4 500 30.0 721 50.0 SN 34.1 721 50.E 607 7991 101.0 064 105.4 590 042 614 59A 507 722 064 764 570 631 064 70.4 607 66.1 464 64A 556 50.5 654 59.0 551 42.1 664 64.1 641 36.1 004 51,3 536 31A 604 50.6 534 90 h 65.9 614 07.0 450 54.0 514 67.3 446 47.0 514 50.0 440 41.1 514 44.0 433 30.6 614 40.5 427 329 - 514 373 421 27A 614 331 412 235 614 30.4 400 20A 614 290 403 95151 542 452 55.7 404 45.2 452 47A 303 30.7 452 40.9 300 33.9 452 30.4 304 30.1 452 329 376 27.1 452 303 373 22.6 452 206 300 10A 452 242 350 110 452 22.0 355 105 In 30.1 357 359 $22 31.7 357 327 317 27.2 357 20.4 312 23.6 357 25.2 300 21.1 357 22.7 303 19.0 357 20A 209 15.9 357 160 203 13.0 357 102 267 11.0 357 15.0 203 111 In 35.1 336 35.0 300 29.2 335 30.1 301 25.0 330 26.1 290 21.0 336 23.1 292 105 336 20.6 256 17.5 336 101 204 14.6 3311 1e5 2711 12.5 336 14.5 273 11.0 335 13.6 269 1201n 27.7 260 20.2 213 23.1 269 23.7 297 10.0 259 20.5 250_ 17.3 200 18.1 252 15.4 269 16.3 249 _ 13.9 259 14.0 246 11.0 209 129 240 0.0 2e0 11A 236 0.7 200 10.4 232 TABLE 5B Anchor Capacity Table (Ws) Anchor Cap Patterns Stable 2.73, Carcsde 3.5k Cob. Nagar OAS Filed CMU Arcltrlype 9N6'Dcoarrcan urEkoU9aton 6n6•ENO :Paton y14IXOUDsm urIXOWgcrn 1N•33 E10 dr N14'Elco mace 1/2 SSE5o A/al or EOM OMrDa 4r9 2 2.1/z 1• 2-1/2 3112 r 2-t/2 2 2-V2 r 31/6' r Encemur46m /Jl2 122 14/4* 1414. r 1-1/4' 1-1r 1.10' 1•0.4' 1.1/2 1-1/r r 479 LIM 0.C.l Slanted ar OPP memo 17 Stets 300 as 450 Da 600 Ps 1644 Ds 27010s 200 9s 25410 74010 374 Ds 664 as 946 Its 2 Arcron 0 4 Archers MN 00./SI.0 0(cc 1201)C0 0L927 400 Ds 70310 NIA WA NIA WA SOD Os NIA WA NIA WA WA ®1.15• 4Arclors03' Min. 00./(225 Angle caps /rig. 37 7609s 750 Ito 690 Os 1503 Da 1006 Ds 6010s 5E01s NIA 750 Ds 740 to WO Ito 1092 Ds Min O.C. /UC1p, Into mom. (FI54y WA WA NIA WA - WA WA WA WA WA NIA WA WA 3Antlers 00.45' .122 1 Ancr/ FC5 (Ra 57 1951W 105 Ds 225 Ds 445 01 522 is 13563 14 Da 177 D6 37010 107 Os 332 Da 473 is 2MUn• 01.12 Mks O.C/ FC1p p16 67 ______._..___ 240 11 350 Ds _-.--.........w. WA WA run,uu IL. WA A. T.J. 11M CTAA11,1 100 as on rr rD NM WA NM WA WA NOTE: FOR THE OFFSET CUP, FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE & • • 07020 010 Sled Screw (05) o.4e' 1-35• 341Ds see Ds 662 Os N/A 1700• 341 as 01231ee1 Screw (05) 0.54• Mgr 1.12 Steel Scram (06) OM" 122 442 Ds O06* 605 Do WA 221 to 44210 r1Ns 560Da 1120 Da 11201 s 107310 200 Ss MO Da ENT FORMULA: (Dp ) X ANCHOR CAP.,,„.,,,\ .ANCHOR CAP... `MULLION 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. 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 LENG/HE.h1DIOR 0PEMINOWIDT IS IS 4LLCrABLg.• • • • • • • • • 3) MULLION AND MULLION CUPS SHOWN ARE NO•.Tip SCALE, OR T �L66SIONS,46EEISHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMTONSIO R T T S:SI•4A•VMdON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 1LOCAT30I • ♦ ♦ • • • • • 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 0.65. Aipmgiin SHALL B 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 30 ANDO045' THICjj GA STRUCTIMILL STEEL TO BE AT LEAST .125' THICK AND 436. ALL ANCHORS INTO METAI•SHALL EMEND Al F T 3 sore THREADS BEYOND • THE MATERIAL. 610 & 012 ANCHORS INTO VD MAY BE STEIL.16-I1 •S. GR {{�{��000000 S. • • • • • • • • • • • • • • • • • ••• • • • • 3.125' L kl.000'-4 1' X 3.125' X .5' MULLION (1' VF MULLION) av 1E W m 0 8 m 8 gz 1 o O z 1 Y O m4p4c4 d� mec PRODUCT REVISED as complying with the Florida Building Code $►B,o3 Acceptance No «� e .'mlNnDslc : V!• IDS! pads Product a• . `111111111 11/l/l \` .( LTI`)19 \LGENSF '..'P i:• .• (40.507OS .1) 51ACE ?L: A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • (ABLE 6A Mullion Capaelty Table (Ib6102) 1x4x.126 Opening IMAM ([or vertically -spanning minions) or Opening Height (for tnlimla6lp-spanning millions) • Win Won 701n Opel 001n 1001n 1201n 1401n 100 Itno46.10 in h624404 Ractr10n4r Tre0/nloro• Lea6ro RecRnpOar LoMMI Lo•6ng hLo.dno. r4ol. L0a6ng Earning. • Loan• *Losing Losing Tra0.6.14 • I M60 Recl•1.o LoMMI 7110a45ro• MEMO ne0.450Y OMNI he97Ma1n0• Ioa6n0 Rs41445 Leading 11IW7Na+0. Losing Reargar Losing he2.6.14 L6Wro Loping • Lasing Laa6ro ii il ii il ii II ii il ii II iiI in il ii il ii il nn il ii il ii 11 ii '11 ii il ii il ii il ii il ii1 170.0 621 0. 3gsj '1n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 000 170.0 605 170.0 002 170.0 610 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1400 170.0 621 145.0 1419 170.0 521 127.E 1409 540 421n 170.0 700 170.0 624 170.0 050 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170A 677 150.3 1303 170.0 060 130.3 1303 170.0 080 111.7 1303 170.0 660 97.7 1303 170.0 170.0 756 48In 747 170A 503 170.0 600 170.0 631 170.0 1046 /70A 464 170.0 1105 170.0 723 150.1 1236 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 766 100.4 1235 170.0 756 67.3 1233 961 502261n G 170.0 170.0 797 170.0 012 170.0 056 170.0 501 170.0 1116 170.0 764 154A 1150 170.0 603 1372 1160 170.0 637 123.E 1150 170.0 650 102.9 1150 170.0 061 962 1150 170.0 061 772 1150 170.0 702 In 1101n 170A 005 170.0 701 106.7 1042 170A 707 142A 1042 101.1 632 125.1 1042 140.7 016 1112 1042 136.0 001 100A 1042 1302 791 03.4 1042 120.1 702 71.5 10/2 125.1 702 62.6 1042 125.1 744 630* 170.0 930 170.0 745 1512 402 1636 510 129.8 002 144.4 709 113.4 092 131.0 702 100.6 962 121.4 700. 90.7 992 114.0 750 75A 902 100.4 745 64A 992 108.0 744 56.7 902 100.0 94.0 711 105A 947 170.0 769 137.6 947 140.0 761 116.1 947 130.3 710 103.4 047 117.7 752 01.0 047 1067 730 02.7 947 102.2 727 00.9 947 05.1 713 193.1 047 04A 711 61.7 947 551 0511 049 1427 737 1132 4149 121.5 722 97.0 540 100.a 700 84.0 049 118.4 696 76.5 849 60.7 506 67.0 849 627 075 56A 849 75.3 050 MA 049 72.6 662 42.5 049 72.4 605 72 he13531 76In 1166 762 120.7 066 96 3 762 102A 652 626 782 00A NO 722 762 W.9 629 M 2 702 742 620 67.6 702 592 613 40.1 762 82.0 602 41.3 762 59.9 697 30.1 702 59.4 265 426 376 74In 100.9 724- 111.4 634 09.0 724 946 621 763 724 020 609 05A 724 14.4 590 56.4 724 216.1 601 63A 724 03.4 663 44.6 724 67.3 573 302 724 64.3 067 33.4 724 53.6 30.7 60.6 643 71.0 483 54.0 543 60.7 474 40.7 543 52.0 466 43.6 643 47.1 406 360 543 42.0 452 MA 643 39.6 446 260 543 34A 430 24.6 543 32.1 430 21.7 643 9011 57.3 476 60.9 427 47.8 47$ 49.7 410 40.9 470 432 412 36.0 478 366 400 31.8 476 34.0 400 20.7 470 320 395 23.0 476 20.1 386 20.5 470 266 300 17.9 470 212 061n 40.3 ' 377 41.1 341 33.5 377 34A 336 260 377 30.0 330 262 377 26.6 325 27.4 377 24.0 321 20.1 377 22.0 317 16.0 377 19.0 310 14.4 377 17.1 304 10011 37.1 357 37.8 323 30.9 357 31.6 318 266 357 27A 313 232 357 24.4 300 20.6 357 22.0 305 10.5 357 20.1 301 10.4 357 17.4 204 1111n 1201n 29.3 303 20.0 279 246 301I 25.1 274 21.0 303 21.7 270 10.3 306 19.2 267 10.3 306 17.3 28.3 17.0 212 172 190 1441n Aue unit CAPACITY ADJUS TABLE 6B Anchor Ca Anchor Clip Patterns OT Wood 16.06 SubeloArc Anchor Ty9r 276 Commie 3/18* Ullman Uan 114• Eko Ulbawn 3.66 Co11e. air Eko (0Oae0n 311r Eko Unman1/C ,.-.--.--- Elm Mum 1/4• SS Eko Ag0•oebf 5/1r Elm UI00000 1/CSS Elm AWs0o10r 9106Me1 aclsle (C5) Ott Steel sow* (05) 0/2 Steel Screw lG5) 0.324• Edge Matraa pot 1• 2.12` -.._ t• 2.1? - _.._ - -... 3-1/6' ,. t' 2.1/2' . u.. 1_ . 1• Mir 1.1uw 1.1M- r 1.1N• 3.1/r 1.1N' r r 0.4r 1a1F 0.64• lair sodas Embeensd On 1 2 Amnon Q 4.71/ Mk O.C. / Sl2Mrd or Met CIL ()2.1627 4 Anchre Q 2.25' NW O.C. 16Yndrd (or OM14) Cop (Fig. 3y a Anchor O 1.1r Mb. O. / sundrd (a met) 00 (Fig. 4F 4AnchaeQrMiaO.C./(2)2e5Angle Csos/010.sk e Nahon Q rMtn. O.G/72)2%5 Angb Cfps/ ffq. 63 4 Arolw• Q 0.45' Min. O.C. / lW V. M0.125-Mum. (Fig. 7t 2 Anthers Q 2.25' Mb. O.CI F4X0 6q. 07. 4 Anohaa Q 1.tr Mb. O.C/ FL9p lb. 07 390M 700 bs 960 0• 700 1170110 WA 350 M 400 6s 390 be 700120 1400 lb* 780 bs 1170Ibs WA 350 tee' 700 be • 450 6e 500 be WA 680 Ps 1020 9s WA 200 60 WA 090 5• 1410 Re WA 15WIba 234010s WA 705 Re WA 1044 be 052 be WA 1608 Ube 2844 Ito WA 4711154 WA 270 bs WA WA 540 Ps 8101be WA WA WA 260 be 5601Ds 700 Ito SWIG Mobs WA 280 Ps 360 bs 354 be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP TABLE NOTES: FIGURE 1: FIGURE 2: • • FIGURE 5: • • • • FIGURE 3: :11 FIGURER: • • • FIGURE 4: • • • • • • • • • • ANGLE CUP (FIGURES 5&8) MUST BE USED IN PAIRS. FIGURER: FIGURE FIGURE 7: II : WA WA WA WA WA WA WA 740 be 630 be WA 760 be 11401bo WA 315 be WA 374 Ps WA WA 7401t 11229• WA WA WA 664 be 1350 Ibt WA 0601be 1320 Is WA 440 Ps NM 940 be WA WA 1892Re 20381be WA WA WA 341 bs 062 be 1363 lb* 562 1022 is WA 341 be 442 bs 565 Ps 1770 bs 88515s 1327 6u WA 4421bs 5Wb 1120 be 2240bs 112065 1600 be 1430 60 580 Ps 4162be 885)6s 1120 be TMENT 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. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION MIIITHODC: • • ••• • • • •• s • 2) LINEAR INTERPOLATION BETWEEN MEL4, LENGTHS AND/OR ORENBMG WIDT&S I4ALLOWABLE. •• • • • • • • • • 3) MULLION AND MULLION CUPS SHOWII) &Rt NQTAI SCAAL1y� RA E:b,CRDIMENS(ONt, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE RICA:NS SHORN ("N6HEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL FO 0 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL()N�TO ASil�C-90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMI SHAL(•BE%06jT5 ND BE *MINIMUM OF.125•THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 0458THICK (18 WC S 1.cTUASSTER. TOIBE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL MEND AT LEAST MSC EW THFEAI S BSYORD THE MATERIAL #10 & • #12 ANCHORS INTO WOOD MAY BE•S ea., 18 8 S.S. OR ON i.S.. • • • � 1.000• 4.000• 0 2 03 1- 2 z 4Z co cc J N y>m CC O M 10 1 z A 1 N O 1 z Yy O 6W '7 Y 0 125• 1 X. MULLION pR0 3uCl' REVISED os complying with We F7alii BAe eplan Idnng'co tO(P-b")$.O'� Expiration DateFrolMI :FLr1iN. rl:%L( MMml e `11t I/ •it No. 58705 16.'1 SL\TE of ,.' A. LYNN 4TLLER P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 7A . Mullion Capacity Table (be012) . 1 x 4 Alum. 1::1111:n Opening Width (for verlically-spaning millions) or Opening Height (for hodzorlaty-aparinin3 mullons) 501n 60 In 70 In SO In 90 In 100 In 1201n 14061 100 In 4sp/51102- x 278 Tube Rectangular Loading 7/mIlaang. Looting Rostmgatar Lowing kipfliting. Losing litottakplar Lining Tag/Mang. Losing Recision, Losing Inkfineng. Lohlag Rootangular Losing 11/19/111mg. Loring Rode • Loading TrapIlling. Losing ' Reciongunr toning Tiopfldong. Lining Rectontior Losing 7140/Ma191 Lasing RochnpAir Lowing Lasing 1 il II /I I il II 11 1 il II /I I il II ii I il II // I 11 II 11 1 il II /I 1 il II /1 I fit1 II 1 il II /I I il II 11 1 il II 11 I il II 1/ I il II 11 I 11 II il I ii II 11 1 ii II il I ii II il ' 1 20 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 1165 170.0 603 170.0 992 170.0 616 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1736 170.0 621 170.0 1963 1701 621 46 In 170.0 706 170.0 524 170.0 050 170.0 564 170.0 902 170.0 630 170.0 1133 170.0 eat 1701 1276 170.0 677 170.0 1417 170.0 eao 170.0 1701 1710 GOO 170A 100.1 170.0 400 161.8 2024 170A 680 50.13211n 170.0 747 170.0 663 170.0 606 170.0 611 1700 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1713 1701 756 156A 1910 170.0 756 136.5 1919 170.0 766 64 In 170.0 797 170.0 012 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 001 170.0 1434 170.0 837 170.0 1594 170.0 051 169.0 1709 170A OBI 137.1 1700 170.0 1161 120.0 1789 170.0 8111 60 In 170.0 085 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 575 170.0 1417 170A 944 170.0 1591 170.0 096 155.6 IVO 170.0 1033 120.6 1619 170.0 1063 111.0 1610 170.0 1013 07.2 1619 1710 1063 631n 170.0 930 170A 745 170.0 1116 170.0 550 170.0 1302 170.0 940 110A 140 170.0 1015 15127 1642 170.0 1070 141.0 1642 MO 1122 117.5 1542 166.6 1164 100.7 1642 167.9 1167 00.1 4642 1071 1157 1131n 170.0 074 170.0 70 170.0 1169 170.0 103 170.0 1364 170.0 1002 160.6 1472 170.0 10116 142.4 1472 168.5 1148 128.5 1472 1611 1130 107.1 1472 147.6 1106 01.1 1472 1410 1104 00.3 1472 140.0 1104 721n 170.0 1061 170.0 670 170.0 1275 170.0 1009 150.6 1320 166.2 1101 132.0 1320 149.9 1002 117.3 1320 137.6 1036 105.6 1320 125.8 1049 011.0 1320 117.0 1024 75.4 1320 112.5 1013 06.0 1320 1125 1012 711111 170.0 1122 170.0 937 149.6 1164 150.4 1013 1212 1164 130.9 094 1122 1164 126.7 9711 99.7 1141 115.3 964 NA 1166 1071 952 741 1184 07.6 (05 64.1 1184 93.1 927 50.1 1114 013 925 7111n 1011 1124 170.0 907 138.4 1124 147.0 065 1161 1124 120.8 047 1031 1124 116.6 931 92.3 1124 105.6 016 0.1.0 1120 915 906 691 1124 69.0 SOO 59.3 1124 04.3 MI 51.9 1124 63.2 873 90 In 106.1 844 111.5 760 03.1 $44 94.3 736 77.2 OM 62.1 77A 67.6 844 73.3 712 60.1 544 66.6 702 64.0 644 1111 693 450 144 642 870 313.13 SU 50.0 568 3111 644 47.7 012 06 In 89.1 742 01.6 663 742 742 771 652 63.6 742 67.2 641 65.7 742 61311 631 416 742 64.1 022 44.6 742 49.0 814 37.1 742 416 SOO 31.6 742 311.11 690 27.8 742 37.5 614 108 In 626 596 OA 530 52.1 540 53.$ 521 44.7 501 404 513 30.1 600 41.4 503 34.0 686 37.3 496 31.3 510 34.2 492 28.1 586 29.6 411 22.3 568 26.6 en 116 US 24.7 466 1111n 57.6 555 66.8 503 410 555 49.5 495 41.2 555 429 487 30.0 655 38.0 410 32A 555 34.2 473 211.11 556 31.3 467 24.0 655 27.1 457 20.6 555 24.3 448 1110 565 224 442 341 120 ht 43.6 475 40.4 433 38.0 476 39.0 426 32.5 475 33.7 420 28.5 475 29.6 414 263 475 26.3 400 22.0 475 24.5 404 19.0 476 21.1 3115 16.3 475 141 317 14.3 475 17.2 144 h 28A 330 25.7 303 22.0 330 224 301 111.9 330 10.3 297 16.5 330 17.0 203 TABLE 7B Anchor Cepa Ity Table (Ibi) Mewl Anchor Clip Patterns SubsInnt 2.7k Conine 3.36 Com. Hallow CAW Filed CMU FT Wood Anchor Thior. 3/16* Moo Inman 1/4" Eke Ulltsoon 5/111" (ko meal Aar Eko 1.111rocon Ile Elco Wham 1/4' EIS Elm AggroOstar enr deo Ullman ire SS Elm 44950s1a 110 son Sono 535) 112 WM Saw (05) 112 see Wow (0.5) Eqpt:wee. ant V 2-1/2" V 2-1/2" 3.18" l' 2.112. 1' 2.1/2" r 41/6" r 0.46' 0.54* 0.32e Embed/mot Ont 1-3/1' 11/4" 1.3/4" 1.3/4" r 1.1/1" 1.1/4" 1.1/4" 1.114. 1.1/4" 1-1/4" r lair ierr wiles 560 Ins 2 Anchors 4.75": Mtn. 0.C. / Standwd or Mot csp (Fig. 112) 390 Its 390 bs 450 lbs 690 Ube 164464 VO to 200104 354 In 740 lbs 374 les 661 Ms 046 Ito 341 lin 442 Ito 1120 In 0 Min. 0.C. I Onsichod krOSsi) cap ina 3x mo c. 700111 580 to 1410 leo 152 On WA 550 lbs N/A 830 On N/A 660 les WA 682 to 585 les 2240 Os 4 Mahon 112.25' nohow 1.15" NA OA / Slambril br011sck Cip (Fhp. 4h 000 44 14001M WA WA WA WA 760 no WA WA NIA N/A NIA 063es 1770 In 1120 be 5 61 4 Anita 3" lin. O.C. / (2)245 Anglo Ws r (Fe. sr 760 lbs 780 In NO be 1550 Ito 1696 to 640 in 560 Ito N/A 780 lbs 7411104 SOO to 1692 lbs 662 an 085 to 1090 bs e SA/khan 0 3- Mas oz./ (2)2145 Angle Caps / (Fig. Oh 11701M 1170 Ito 1020 Iss 1340 lbs 2644 In 610 In 540 to WA 1140 Ike 1122 Ins 1320 la 2636 lbs ion Ile 1327 lbe WA 1430 114 0.45. Mt 0.C. I U-aip, Into AMR. (FIt. 7): WA WA WA N/A WA WA WA WA WA WA N/A N/A NIA 560 lbs 4 Anchors ea .125" be 350 In 2005. 705 In 470 lbs WA 280 Ito N/A 315151 N/A 440 lbs WA 341 lha 442 tbs 2 Amnia 82.25' Min. 0.C/ F.Clk iFk. Oh 4 Amnon gg 1.15.1101. 0.C./ F.ClIp (Fia. gy. 350 4110 154 700 Os WA WA N/A WA 380 Ws WA N/A WA WA WA 602 lbs 1155 Ito 1120 lbs NOT FOR THE OFFSET CLIP. FIGURE 1: • • FIGURE 2: • • FIGURE 5: • • • FIGURE 3: • • • • FIGURE & • • • ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • . . • •• • • • FIGURE 8. FIGURE 9. • • FIGURE 7: II : ENT FORMULA: x ANCHOR CAP.,„-„..1 .ANCHOR MULLION CAP....,„ei USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, 'MIEN 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) SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHE.T.AB•LES:•13 SHEET 25 :OR:FORMA. :ON ON LOADING. SEE SHEETS 2-4 FOR GENERA eISTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MLA: LENGTHS :NDelg:PERINCAWINTHAIS ALLOWABLE. •• • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARENOT TilOaCJ:E IDR:ITASIONIS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN l'He FIE(.el WILLMAN& DIMAN I ESIFIPIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCKIDNS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (AMU. SHial CONF9RM TO ii., STM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHER,' PINBANITH AN aG CiF 0.65. ii‘UMINU SALL e@ 40 6063-T5 AND BE A MINIMUM OF .125alK. eSTeEL STUDATO BE 4 MNIBAUM E * .045' THICK (18 GAUGE). STRUCTURAL ST TO BEEIILERST .1115ATHIIK AND 436. 01 INTO METAL SHALL EXTEND AT LEAAIT a SCR ThREADu a tordre THE MATEBIALAWICIA # ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.M.'. • e • • 4.000' 1.062" A X 4" X .3751 'I' -MULLION MULUON 1. 000" .375' 4.000" .375' 1 X 4' X .375-f 1 6 8 llf (17 0 03 D 1- 2 2 Z 0 2 971 03 0 0 0 C 0 1 m 1 'a CO 0 0 1 -t 2 .45 1 co "2 k as complying with in Florida Building Code Aecepteut No IC/ 2"19 .05 Date mr•14 '2o21 Product (:......... /(/, 4A. 1/N1:\:‘ FL P.E.# 58705 ••• • • • • ••• • • • ,., • • • • • • • • • ••• • • • • • • • • • • • • • • •• ••' • • • •• •• ••• • • • ••• • • TABLE 8A - -- Mullion Capacity Table (lbs/R1) 1.25"x 3.188" r�n•xin - Opening Width (tor vbrlcoly-spaMno m*Aona) or Opening Haight (for t5Amney-6parg1110 mullions) _ 5005 801n 7011, bon 9011, 10018 12011, 149n NO In 7r4(0181. Re0lrgulr laa4Ag 7rpl11953. Loading RnclrlWr losing ` 759/111sng. laming R.wn96v Loading 1149715.99 LadIO LaBsgr nano Lack* Rwtrg.0 Losing TnM�no. Losing Rnctvp9r Laing T0Wnlnni Loring fbehp0r Laadag 17cNMang. losing R.<IanWr Losing Tiap/Mm6 Losing Rw0an•4r toeing Losing x 111 hi it l 811 1 G1 1 it hi 11 iE lahi /I511 il/ a1 it/811111E. la a1 hi /I it hi 111111 hi i la 111 hi If 11i la !I hi ii II Ili it II a it 42In 170.0 620 170.0 435 1704 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1740 170.0 521 /70.0 111111 170.0 621 170.0 1735 1704 521 151.8 1769 170.0 521 600 NIIn 170.0 700 170.0 524 170.0 650 1702 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170A 677 170.0 1417 170.0 600 154.8 1545 170.0 580 1227 164$ 170.0 880 110.1 1545 170.0 ,8 N 6022511n 170.0 747 170.0 503 1700 896 170.0 631 170.0 1040 170.0 664 170.0 1105 1704 723 170.0 1346 170.0 747 167A 1488 170.0 756 139.2 1446 170.0 756 110.3 1450 170.0 766 104.4 1100 170.0 756 851 54 In 170.0 797 170.0 612 170.0 060 170.0 691 170.0 1110 170.0 764 170.0 1275 170.0 603 103.1 1370 170.0 837 146.0 1370 170.0 156 122.3 1376 170.0 961 104.0 1376 170.0 $61 91.7 1378 170.0 6015 1704 MS 170.0 701 170.0 1083 170.0 797 155.0 1156 170.0 076 130.0 1158 107.4 030 123.6 1168 156.8 910 1112 1151 150.0 912 92.7 1158 144.8 905 79.4 1158 1444 905. 69.5 1150 144.8 905 631n 170.0 030 1704 745 960.1 1051 170.0 850 137.2 1051 155.9 802 120.1 1051 1420 Mg 100.7 1051 132.3 837 00.1 1051 125.7 030 00.1 - 1051 110.6 022 60.0 1051 119.1 821 60.0 1061 110.1 021 00 in 167.1 957 170.0 780 139.3 937 151.E 805 119.4 987 134.0 ' 790 104.4 967 1211 777 92.8 057 1122 767 r83.6 957 106.6 759 69.8 957 1000 750 09.7 957 98.9 740 522 957 08.9 746 62$ 721n 120.7 804 1352 664 107.3 804 115.2 504 91.6 801 101.3 671 80A 104 91.4 600 71.5 804 84.1 650 54.4 804 78.8 543 63.6 604 723 633 46.0 801 NA 620 402 604 69.6 70 In 109.4 722 114.4 630 012 722 972 016 782 722 86.3 606 68.4 722 70.7 500 00.0 722 70.3 580 64.7 722 65.5 500 45.5 722 50.5 570 39.1 722 56.7 566 34.2 722 662 664 536 78 In 101.2 685 106.6 800 64.4 665 50.6 600 72.3 000 70.5 577 63.3 605 70.6 665 602 665 04.5 580 60.0 656 60.1 553 422 665 64.3 643 382 685 51.4 637 31.6 605 60.7 9011. 05.9 515 60.0 457 644 516 57.5 449 47.1 515 50.1 441 412 515 44.7 434 38.0 615 40.6 428 33.0 515 37A 472 27.5 615 33.1 413 23.5 515 305 407 20.6 515 20.1 404 96 In 64.3 453 85.6 404 45.3 453 47.1 397 30.4 453 41.0 391 33.9 453 30A 355 302 453 33.0 379 27.2 453 30.4 374 22.8 453 264 360 19A 453 24.3 360 17.0 453 229 350 108 In 36.1 350 39.0 323 31.8- 35$ 32.4 310 27.2 354 20.4 313 23.6 350 252 308 212 358 22.7 366 19.1 350 20.6 340 15.9 358 16.0 203 111 n 35.1 336 35.6 300 29.3 336 30.1 301 25.1 338 20.1 207 224 330 232 203 19.5 338 20.0 2N 17.6 236 10.1 285 1201n 271 200 26.3 264 232 290 23.11 260 19.9 200 20.6 260 174 200 102 253 15.4 200 10.4 249 144n 10.1 201 18.3 106 TABLE 8B Anchor Capacity Table (Ws) MOM MehorCllp Patterns Sulaa5la 2.71 Ca8rae 351i Cats. ` Waco CMU FMed CMU PT Wood Anchor lype 3'18'EKA Lemma L4 EKOUMcon U � 3nC E1ro Macon 1/4'IXOUBMron w'SSIXe Aggre6Mor 5,117 Elect Macon 1/r SSElco A6720147 OW slat Sum(05) 612 Weal Sued KSH 01281aM Urea(05) Edge grrce5n) 1' 2.1/2' 1" 2-1/2• 31A5 1' 24/2' t' 2-V7 7 3-1/8' 7 0.46' 06/7 0.324 Emin55e8616 1.3/4. law 13/4' 1-54 2' 1-4/4' 1414' 1.1/4' 1-94• 1-19 1.1/r s 7 13Y 1.Y0 saiel 560 to 2 Amino Mtn D.C. / SMroa0 or 019e1Crp (R0 it 300 D1 300 00. 450 Ds ' 050 46 1644 Ds 270 D6 297 Ms 554 Ds 74010e 3741D1 664 Its - 046 Os 341 Ds 442 Ds . 1170Ie ®47rt 4Archas O.C./ Slanda10(adbel)Clp Ms 2) KO IN 700Ds WA WA WA NA 30014 NM WA N/A WA WA 662 Ds 085 Ds 1120Is 0115.11ln 4 Anchors ®Y MSLO.C. / 42) 715Aripb Clpl/0103) 700Ds 790b 680104 1500 D6 1805D1 51010.6 660m NA 7e0113 748116 08) Ds 1802Is 912115 685 Ds 1430 Me 4Arc1d1 .0.45 MD. O.C. /UCIq. Into Alu1n. 5' 4F WA WA NA WA NA NA - WA NA WA WA WA WA NA WA 26060 .1247 1Ain 1nr/ FC11pSig 57 19560 146 be 225113 44663 82260 135 Ds 140 Ds 177116 370103 187 Ds 332 60. 473 Ds WA 17013s 341its 221Ds 442ns 560 Ds 2 Antton 301.18' Min O.CJ F00p 51662 24011:6 350 IS NA •WA NA NA 19016 CLIP NA NIA NA WA NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAND..RD . FIGURE 1: FIGURE 2: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: • • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. MENT 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 MULLON. 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 SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN M(JfL%N( tANS/OIOPENING WDT(jS IS!(`I )WABLE• • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOTj O CTtIMeNSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN TH$FIELD G M S RES*ICTIONS SHOWN ON SHEETS 21-23. FIGURES SH&SUG6860ED, AVEIRO 8' A E F FL OWI6NS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOU7NERIdQWE WITH 414 SG OFR0'.'5'5'. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'TI CI.S•EELSTU�STQ138,A('IIMUM E338N D .045' THICK (18 GAUGE). STRUCTU f rEELtO BE AT YEAST .185' ICK ' A . AAI. • ANCHORS INTO METAL SHALL EXT AT L T 3 SCREY91IROAD•BE80 p 1I Mi'TE1�AL 810 8 #12 ANCHORS INTO WOOD y STF L• 18-8 S.8. Si41 Sp • •• • • . • Ft-1.250"- i 3.188' 1 285' 1.25 X 3.188" X .265 MULLION (1-1/4" VF MULLION) 40 YY##la Q3 O M ID 1 1 1� 0 z 1 Y PRODUCT RBVISED as complying wish she Florida Building Code �G621$.03 ExDanionn Dab .61-1 Mirnij)ede Product CAntrbf J LYNN M/z "/A, .air •'•�)GFVSLC''.(`2 Nu. 58705 -D (�g 6,9 1/%t • ��"` A. LYNN#tll!Ch�t, P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• TABLE 9A Mullion Caps°Ry Table (Ibe/ft1) -. - 1.25.1(10 AluMutton Opening Width (forwNeaB/•epaMrp multom) or Opening Height(br hoA2onbypamina minor') 50 • 60 w 10 • 8014 901n 10016 12001 1401n 100 h g RK1ea96r m Le• 74p101e48 Loading n0 1031470111 load 114/3019. tootling 144211111241 Loading T1e 1T4670 taMro 1141401110 Loading 1 Iy4Nn•'1 I.aadro TIOPn1N0a •n9 te. Raetagolr Loading hop( n Dg ta•airo Redan•ea 0404 7 toeing Loading Lomas; Laa•1V Lowing m. 1 111111iIiniliiilii11 II la la 1 la la iid¢ le 1 iil laa1 1 liliiii11IIliiinn la la la l la liiifil113i11ili la la la h1 1111 la 1. i11 hh 11 i 620 170.0 435 170.0 744 170.0 47s 170.0 ON 1700 506 170.0 992 170.0 610 1704 1116 170.0 621 150.3 1118 170.0 521 127.7 1116 1700 621 109.5 1119 170.0 521 95.6 1118 170.0 621 42 h 170.0 700 170.0 624 170.0 850 1700 564 167.E 978 1702 630 1461 071 170.0 141 1304 070 170.0 077 117.3 97e 170.0 640 97.0 078 170.0 660 83.8 970 170.0 000 72.3 976 1700 680 4813 170.0 170.0 747 170.0 563 170.0 06 170.0 , 631 150.7 927 170.0 664 131.0 027 168.5 703 117.2 927 159.1 099 105.5 927 156.3 616 87.9 92/ 166.3 605 75.4 971. 150.3 005 65.9 927 154.3 005 652 50.6251n 797 170.0 412 154.6 e69 170.0 691 132.6 060 153.9 063 116.9 600 141.E eas 103.0 899 134.0 660 02.7 Old 120.8 054 77.3 069 1286 652 66.2 880 120.E 652 57.9 8611 128.0 541n 170.0 748 163.E 634 119.4 745 132.3 020 102.3 748 117.8 608 686 741 107.1 599 79.6 746 101.0 592 71.6 746 164 587 69.7 744 933 543 512 748 93.3 513 44.6 748 933 683 601n 113.2 123.7 677 132.0 579 103.1 677 1132 546 68.4 677 100.4 656 7/.3 177 91.4 544 06.7 477 05.2 639 51.9 877 01.0 534 51.6 077 77.0 520 442 677 74.7 529 34.7 077 16.7 520 402 63 in 1071 617 114.1 530 89.7 617 97.6 619 76.9 617 883 500 67.3 017 78.3 500 592 017 72.6 404 616 617 61.7 489 14.8 617. 64.4 433 36.4 017 63.7 402 316 417 63.7 666 52.9 518 07.1 450 61.1 616 742 440 59.2 611 862 432 51.0 616 60.0 425 40.1 514 64.2 410 41.4 510 50.7 414 34.6 618 404 400 29.0 51$ 45.0 405 25.9 511 45A 405 7214 70.5 455 73.7 406 587 465 120 390 50.3 465 64.9 290 44.1 466 49.4 364 31.2 485 45.3 318 35.2 465 42.2 374 20.4 465 313 341 252 416 30.6 364 22.0 405 38.2 363 1675 65.2 441 680 387 54.2 441 57.7 379 46.6 441 60.6 372 40.0 441 43.4 306 36.2 441 41.6 360 326 441 36.7 556 27.2 441 34.0 340 232 Mt 13.1 346 20.4 441 32.7 345 70 In 332 410 205 35.4 332 37.0 209 303 332 323 264 26.6 332 28.8 200 23.6 332 20.1 20 21.2 332 24.1 272 17.7 112 21.3 266 162 302 186 262 113 332 187 260 OOh 42.4 35.0 291 352 260 29.1 201 30.3 256 25.0 201 28.4 252 21.9 291 215 246 192 201 21.3 244 17.5 291 191 241 14.6 201 17.1 231 12.5 211 152 232 98In 230 26.1 205 203 230 21.1 205 170 AO 183 201 15.4 230 10.2 109 108In 24.6 214 23.1 107 169 216 19.4 194 16.2 218 180 101 14.1 210 14.9 166 111 in 120 In 22.6 17.9 187 14 2 170 11.9 107 15.3 167 TABLE 9B Anchor Capacity Table (ms) M•NI AnCh07 Cgp Panama 81001Ma: 2.7k Corr -rote 321 Can. Hobo C697 F9N6CAW PT Wand Anchor Type 3/f0' Boo UMcae I/1' ENo lltneon 5/1r BOO UOle5m 3M' EN0 Macao 1N' ENO Utlecan tM• 68 ENo AOO8 3 Etc 5118' to 11ena1: I/P 88 Eko /4' SS Eia 110 Steel 8019w (35) 112 5001 Smw (05) 662 Sled 8aew (05) Edge Dhl•n• 50 1 24/r 1• 24/r 34/6' 1• 2-V2' I' 4/2' r 34/V r 0.4V 0.54' 0.324. Embedment (h) 1.54• 1-24' 1.374' 13/4' r 1.1/4' 14/4' 1-1/4• /-1/4' 1-1M' 1-1/4• r 14/8' 1arr rides 51060 0.C. / Monde i a Offset qlp (FIO. 11 390 64 390164 450les 690 be 164410 270104 280 6s 354106 7401b 3741ea 004 b6 1461bs 341 104. 44210 1120 Oa 2 Anaha0 0 4.75 Mkt 8114. O.C. / Slendne tar 081N) ap Vt. 21 400 b 703 •w WA WA WA WA 310 b• WA - N/A WA WA WA 062 Iba 00514 6056e 11205• 4 Mohan 0 1.15' 4 Anlhon 02• Mn. O.C./ R) 295 ANN alp/ (FI9. 3). 10016a 7001W WA 60o to WA 15606• WA 18913 lb, WA 540110 WA 50064 WA N/A - WA 700156 NIA 74615a WA 6006a WA 1892 b6 WA 612 bid WA WA 050DB 3 An0M•0024" WRO.C. /U{p, Into .100-Akin. (Fig. 41 WA 105 les 22560 445 56 82210 13566 140160 177104 37010 15710e 332 Se 473 be 17066 22110 20063 1 A560//71141F1851 1956.6 ie6 350 64 WA WA WA NIA 193 Rd WA N/A WA WA. WA 341 be 442114 5606e 2 Anchors 01.15- Min. O.C./ FCIV (R0.8). 240 FIGURE 1: • FIGURE 3: . • ,• FIGURE 4: FIGURE 5: • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: _. (DP...) X ( ANCHOR CAP""""'") a ANCHOR CAP.,,. `MULLION 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. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LEIIOIHMANOroR+OP.NING•MDT14B I ALL011'/fLE. • • • • • ' • • • • 3) MULLION AND MULLION CLIPS SHOWN AR! Vp(OT TO g E EX�IRCTOIMLR9SIENS►SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE F1E .D FOC 0 M�E5Zfp,SI '11E tC1IONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUSOESiE,4APPRQMATF.O( TITV 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 8E PRESSURE -TREATED YELLOW SOUTHERN PINVSITH AN S OF 0.55 ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100' THICK.�TEEI.T UDS T( M M GRA[[[[[[jjjjjjE•MUAN� • • .045' THICK (18 GAUGE). STRUCTURAL STEM. TO BE AT LEAS• .125' TWICI AND A3 4LL • • ANCHORS INTO METAL SHALL EXTEND A1SLEAST *SCREW/ THNEMSOEYONgTH toile. • #10 8 #12 ANCHORS INTO WOOD MAY BB FEEL. 1� S SS. OR ♦4�OB.SA •• • • • • • • • • 1.25' X 3.25" X.100' MULLION .100' N yfE m 8 J o 0 X N p1 X co e0 1 1 1 O 4 O gl 1-2 PRODUCT REVISED m complying with eh• Mallda Building Code I6-Oz• 0.0, AcceMaOw No E6pinai0n Del 1021 By Jett Dade produa �t1t111f1/171 - r r NO.58705 Ci- -ro 1)t4.0. irs ui ' %->;'... FLORtO?'.••.<C'9��. '/; "ION!\ \: A. LS'NN MILLEA, P.E. FL P.E.# 58705 • • • • • • • • • • • • • ••-. • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • TABLE 10A 1266326 1.624 Alum. Tube Mullion 42In d01. 50.626 i1 64In 601n 631n IA in nin 76 in 79 in N in N1n 1N In 1111. 1201n 144 ill Nin R.c4nuW Lad6y i 1a 170.1 170.0 10.0 170.0 10.0 170.0 175.0 167.6 142.7 132.11 66.9 0.8 N.7 45.1 36.3 21.0 i fa 620 708 747 797 IN 130 9. 1041 941 191 671 6911 466 441 30 262 Tradinam. t.eiq 4 1d 1710 170.0 10.4 170.0 170.0 10.0 10.0 170.0 1.9.1 137A 50.7 72.0 60.8 46./ 36.9 21.2 it& • 4,1 635 621 663 612 701 745 789 /0 122 713 698 527 421 .N 344 262 60In R.drn5Wf Lade i �a 170.0 170.0 1700 10.0 1701 170.0 10.0 139.9 111.9 110.0 71.6 SA0 41A 302 30.2 Top/tang. lathy 76h R.nnpOr Lading Mutton Conicity Table 6b61R7) • Opening Vlldth (90650d5o06yape1111ng millions) or Opening MNgM Got Ig1170i106y4pe10475 m111i011) 120• TrspTiry. Lain 60 In R.nirqulr Lasing TnplimO. lading 930 Rrl.np/r lain T1p/Tiry. Lein • 100 in R.drgdr Lowing Tr pRd.n. lading R.drqul.r Lading Tnpfan Loan. la in Rainnpar Learn Leming Nalaplar Lading Lading lB 744 860 896 966 1063 1116 1169 1049 1141 096 671 590 466 441 37, If $>3 170.0 170.0 1701 1700 170.0 10.0 10.0 1502 126.6 116.9 741 61A 421 39.3 31.0 .6 B. s5 do 601 631 691 717 ON 103 892 IN 761 515 511 414 3" 339 } i 1/0.0 170.0 10.0 1701 10.0 170.0 166.E 119.9 101.9 14.3 61.4 60.0 15.5 32.7 25.9 si fa 868 192 1046 1115 1240 1302 1248 1069 011 IN 671 691 466 441 378 3I 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1321 1112 102.E 65.3 63./ 37.1 34.1 26.0 :1$ f� 506 630 Nd 764 171 3.0 1032 as 791 763 676 S09 601 307 33. 1 1700 170.0 170.6 170.0 170.0 156.E 136 2 1012 892 02.6 63.7 44.3 11.1 26.6 22.7 4laj & 192 1133 1195 1276 140 1370 1241 1049 941 194 671 6N 466 441 301 is 170.0 170.0 110.0 10.0 170.0 171.0 161.6 119.1 100.0 11.9 50.2 47.6 329 302 23.7 tB is 619 661 03 103 916 1015 1013 ON 7n 740 566 502 402 302 321 ic ie 110.0 1700 170.0 170.0 161.1 1392 121.1 132 79.3 73.3 47.7 393 27.6 26A 20.1 ga FA i 1116 126 1315 1434 1511 13/0 1210 1049 161 096 671 690 466 441 371 51 1 1 170.0 170.1 170.0 170.0 170.1 170.0 147.1 109.7 91.7 14.1 629 43.0 217 272 21.3 s� 15 621 677 747 037 996 10/6 1000 MO 766 730 661 .N 395 376 326 u 170.0 10.0 10.0 10.0 145.0 126.3 100.1 63.9 71.d 66.1 43.0 35.4 0.9 22.9 10.1 s& is 1240 1417 1494 1594 1511 130 1211 11141 9/1 194 671 690 466 441 376 1 sa 1711 1/0.0 171.9 1110 170.0 1644 131.0 102.7 NA 71.7 6/A 39.6 27.1 21.9 19.6 41 621 610 756 /56 1/33 1002 90 131 767 721 651 ON 311 3n 321 z 1 la 170.0 10.0 170.0 1684 120.8 104A 90.0 61.1 69.6 65.0 360 216 20.7 191 1A1 FA UN 1700 1703 1769 1511 1370 1248 1049 941 IN 671 590 dN 441 370 5s 1 110.0 1701 170.0 170.0 170.0 165.9 170.4 94.3 n.6 707 13.1 34.7 236 21.5 16.7 ia fa 621 680 166 461 1063 1072 971 125 766 707 639 477 302 363 314 1701 169.7 162.6 134.1 1016 19.6 771 0.9 61.0 47.1 30.7 253 17.1 160 it 1735 1979 WY 1769 1370 1248 1049 941 111 671 690 466 al la Int 170.0 1553 912 74.0 67.0 392 31.6 212 112 11 la 621 00 766 1061 1070 976 020 no 701 631 170.0 1416 133.5 117.3 90.8 783 61.1 1,11 ti 1111 1979 110 1751 1511 1370 1241 1700 170.8 170.0 1701 170.0 166.3 1291 621 610 766 861 1063 1070 176 469 376 366 441 41.3 26.9 22.1 15.5 143 1049 941 094 671 690 466 441 91.1 73.3 66.1 37.9 201 19.6 17.1 120 736 698 on 461 370 361 1/.6 262 171 239 151 262 16.3 23$ TABLE 10B Anchor Cepadty Table pm) AnehorC64 Patterns Neter Type N110 Elm InItreat VC ac0 llikaeOn Ultrecon - - -- - - - lir Ek° ulm- Ullman 46800010 Scree (66) Scree (05) Sera 0366 488/000101 FIGURE 1: • FIGURE 3: • FIGURE 4: • • • FIGURE 5: • FIGURE 2: • • • FIGURE & • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: o 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 MULUON. 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 SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLIalaTHt oilENINOwtovss is ALLOWABLE • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLOOVINGRIMGNS N TRIdtIgNS SHOWN ON SHEETS 21-23. FIGURES SHOW %L.3GESSEIMAPPROKIMATI HOLS LOGATIPIOS-. 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 SiS OF 0.54. ALUMINUMMALL .BE .045" THICK (18 GAUGE). STRUCTURAL STIFL TO SE AT LEAST .125'1190K AND A418•ALL • • ANCHORS INTO METAL SHALL EXTENDe LEAS CAIN nfRP.AoS BERCNID TldE MATERIAL. MULLION 191 Ce in Egi 8 Ts - ID CO ko PRODUCT REVISED os complying with tke Fledge Building Code ... ito Accepiona NO Dade Product • tANIMILLER P.E. • • • • TABLE 11A 1.26 x 314 x.124 AIum.Tube Mutton S4 J j 421n 411n 50.626 in 641n 61 In 63 in 661n 721n 761n 711n Kin Din 1O in 1111. 120In 144 in S0 i Ftwurrwis losSos a OB 170.0 170.0 170.0 110.0 170.6 170.1 170.0 170.0 170.0 170.0 142.0 117.0 612 75.7 69.9 34.7 ao fa 620 70 747 797 1K 030 174 1063 1122 1161 1110 976 771 770 621 433 Twining. Loading a 3 170.0 170.0 1701 170.0 170.0 170.0 170.0 170.0 170.1 176.0 146.6 1202 MO 77.3 611 36.1 601e .. RMen5Na leafing Tep/hunp. 104049 Mullion C.p.dly Table Obom') Opening Wd01(brvedlcltyapeMflg m1Ai0m) or Opening Height (90fhlxizarte9y4pendng nations) 701 • RegenpAI leM6q Trep/7riaq. 1.00.0 1a in ReelagWer lnain0 Tn7Rdeso Laap 90 in Reneg4r luin0 11 0(r14Ny. Lending 1001 Retl•n96 0 Ludas T1ep/7riaq. • l.M6q 120 Reea4Wo l.a9n0 Tnp77rieng loe5n0 140 RAU obi lading twang iee in Rftisngubr Lading ta Y# 435 524 563 612 701 745 70 179 01 967 106 172 636. 661 669 400 a E & 179.0 170.0 170.1 1701 170.0 1700 1700 1700 171.0 170.0 111A 37.6 61.5 63.1 49.9 is 711 KO 696 145 1663 1116 1169 1276 1346 1301 1110 976 171 730 624 a 1 110.0 170.0 1701 170.0 170.0 170.0 170.0 171.9 170.0 170.0 123.9 101.5 70.7 65.6 612 ta 41 4T1 664 631 661 797 160 903 1001 100 1116 166 156 661 660 560 3 170.0 170.0 170.0 170.0 170.0 170.1 170.0 170.0 760.6 1559 101.6 931 69.7 64.1 42.1 _ti fa 06e 992 1016 1116 1240 1302 1264 1406 1556 1477 1110 175 771 730 626 % 170.0 170.0 170.0 170.1 1700 170.0 170.1 170.0 170.0 169.3 1079 113 61.3 55.3 44.3 Ita 4a 606 630 614 764 171 940 1002 1126 1209 1246 961 142 674 610 662 l a i 110.0 170.0 170.0 170.0 170.0 170.1 170.0 170.0 147A 1361 0.1 73.2 61A 47.3 37.6 111 5 1 rl a 952 1133 1195 1276 1117 0400 1551 1700 1566 1471 1110 976 771 731 67A 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1652 152.0 94.3 71.6 54.3 49.1 39.2 a_ 31 le 679 661 723 103 944 1016 1006 1221 1286 122A 936 121 664 631 644 a 3 170.0 170.0 170.0 170.1 171.0 170.0 170.0 154.1 131.1 121.2 709 6E0 45 7 42.1 33.3 fad 1116 1275 1345 1434 1694 1673 1753 7734 1561 1477 1111 975 771 730 624 a E 3 170.0 170A 1700 170.0 170.0 170.1 171.0 170.E 161E 139.1 079 71.2 49.0 491 353 €_ a$ 621 677 747 137 996 1070 1166 1316 1266 120 922 117 666 622 637 e 11 170.0 170.1 1700 1709 170A 170.0 170.0 131.7 117.1 109.1 11.0 60.6 41.1 37.9 300 al is 1240 1411 1194 1694 1711 /059 1940 1734 1556 u71 1110 976 711 730 621 a i 11 170.0 170.0 1760 170.0 170.0 170.0 170.0 1691 141.3 121.5 00.7 K.4 44.1 41.1 322 t 'I fa 621 610 766 956 1033 1122 1210 1316 1261 1111 910 107 141 614 631 a 1 1701 170.0 1700 170.0 170.0 166.9 1430 116.6 903 692 40.1 34.3 31.6 26.1 4 1 140 1703 1193 1913 2125 2060 1966 1734 1656 1477 1110 976 771 720 62A a 1 s8 170.0 1701 170.0 170.0 170.0 111.1 155.9 121.3 116.9 71.3 349 36.6 27.7 521 NO 766 1063 1169 1276 1364 1229 1169 7119 632 600 611 110.0 0.0 1710 170.0 1413 1221 19.1 842 71.9 61.7 41.8 200 27.0 ti 1736 1913 2092 2231 2163 2660 1734 1166 1110 9/6 Tit 730 624 170.0 170.0 170 170.0 170.0 1213 1101 651 62.3 36.0 31.9 241 ul 521 610 759 861 1063 1171 1352 1219 1151 870 776 621 519 50 It 170.0 170.0 170.0 160.2 129.0 117.7 107.2 116.7 717 612 366 26.7 233 147 1113 2267 2391 2163 2160 1731 1656 1477 1110 730 624 11 170.0 171.0 170.0 170.0 170.0 160.2 121.2 109.3 62.7 49.3 29.6 221 621 6113 766 061 1171 1352 1216 1164 171 767 612 681 501 21.9 439 29A 396 24.0 433 25.4 390 21.7 433 22A 3K 192 433 201 30 17.3 433 11.2 3/6 TABLE 11B Anchor C spa city Table Ube) Substrata 2.71 Comae 251000 Hol106 CHU FillsOCAW PT Motel Meld • FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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. 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 SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN18/090OPPRONOTI:S ICAUOALE. 3) MULLION AND MULLION CLIPS SHOWN ARE ROT TO SCALE.IFOPPEXACTIIIIMSNEISNS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THULEtD FALteillIG DIMEASIGNALIRESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW VJGGESTto. RaRMATEIHOLE1.041411(9N(5. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CIAU) SHALL CONFORM TO ASTM C-90. WOOD SHALL Tril ANCHORS INTO METAL SHALL EXTEND AT LEAST WREW THRE4DS E NErTH ERtl- : MULLION CO 0 Q. 0.1 1,41 re 8 co LU CO Ice co viD PRODUCT REVISED as complying wills Ks Florida Rums% Code Acceptance No FL P.E.# 58705 TABLE 12A 2x4x.2• Alum. Tub• Muglon 50M Romenpdr Leading 1 aM 40 M 50.025 M 61 M 00In 631n 06 M 721n 76In 70In 00 In CO M 1061n 111 In 1201n 144M 170.0 TABLE 12B 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 147.4 103A 95.4 75.5 43.7 o: 620 706 747 T97 055 930 074 1053 1122 1151 1328 1229 971 910 705 646 Trap/Team. ta.dirg 11 s 170.0 170.0 170.0 170.0 110.0 170.0 170.0 170.0 170.0 170.0 170.0 161.6 105.6 97.3 76.0 442 I 435 624 603 612 701 745 700 676 00 M Rectangular Looting 937 067 1144 1098 077 632 716 504 170.0 170.0 170.0 170.0 170.0 170.0 110.0 170.0 170.0 1710 140.1 122.0 60.3 79.6 02.9 36.4 g 1 744 650 096 950 1063 1116 1109 1275 1344 1361 1361 1220 171 TiorIWnO Leagng 1 11 170.0 110.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 156.0 127.E *0 I 470 664 631 691 707 650 903 1009 1000 1110 1211 1079 402 70 M Root*/ taming 1 11 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1700 127.E 105.3 74.0 060 092 1016 1116 1240 1302 1304 1406 1570 1611 1310 1220 671 MuWon Capacity Table (lbe/ltr) Opening Width (for varticey-6par611gIndio* orOpeningHeight(torho4mnleM•penrin8 11100114 120 M Tree/Mang. Leming 1 1 3 s 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 136.0 1112 77.2 1g I 500 030 6M 754 070 910 1002 1128 1209 1200 1106 1001 e40 00In Rectemlr Lesdng 11 170.0 170.0 170.0 170.0 170.0 170A 170.0 170A 170.0 170.0 111.0 019 7416 646 61A 64.5 37.0 619 705 4W 66.1 53.9 31.2 910 706 546 70.0 65.8 31.9 000 695 491 11 992 1133 1105 1275 1417 1460 1566 1700 1704 1842 1390 92 1220 61.7 071 69T 911 47.2 27.3 716 616 T1ORlsog Loading 1 11 170.0 170.0 1710 170.0 170.0 110.0 170.0 170.0 170.0 170.0 121.3 06.0 60.4 629 49.4 26.2 1� 619 661 723 003 944 1015 1096 1226 1322 1361 1170 1044 1137 794 666 465 101% RectenPOe Leading s 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 1651 1527 wA 61.0 67.5 63A 41.9 24.3 II, it 1116 1276 134S 1434 1594 ten 1753 1913 19130 1661 1390 1220 971 919 766 546 Laming S1 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 170.0 170.0 1102 69A 9111 56.7 MA 70.3 I az 621 677 747 637 tee 5076 1165 1316 1421 1474 1162 1029 625 704 077 479 100M Rectangle/ Laming 170.0 170.0 170.0 170.0 170.0 1411.0 137.4 81.5 73.7 510 47.7 37.7 IMO 1417 1494 1504 INS 2125 1110 1001 1220 971 919 710 Lemke 11 170.0 170.0 170.0 170.0 1700 170.0 170.0 170.0 170.0 163.1 191.0 624 68.6 61.8 41.6 22.0 Ise 658 1033 1122 1210 1367 1035 1500 1147 1010 1116 174 lea Rectangular Loading 170.0 170.0 1711.0 .170.0 170.0 1230 114.6 74.5 51.4 43.1 39.7 31.6 102 1401 1793 1913 2125 2231 2338 2184 1661 1398 1229 971 019 786 Laming 170.0 170.0 170.0 1710 170.0 170.0 161.0 147.3 890 722 49.0 44.8 34.9 766 851 1063 1141 1275 1648 1473 1122 903 796 760 653 escenuix Laying Lowing 11 160 In tebeteepule toning 170.0 1735 170.0 521 170.0 170.0 170.0 170.0 170.0 103.7 151,9 12411 103.1 062 83.9 52.7 37.0 34.1 27.0 1983 2231 2479 2553 2437 2154 1,30 1001 13110 1228 971 706 170.0 Deo Doe 170.0 170.0 154.0 135.8 027 65.1 44.0 40.2 31.0 Anchor C6p Patterns 1m•strata Anther 7gpn Eepe Ostalce ON E.0e*nald On) 2 Maims O 117r min.O.c. / Sland•d orMel Clp (17g way 4 Arenas O 2.66' Mlo O.C. / Slendnd (or 01se0C1p CFI" 3) 6 Archon. O 1.7r Mtn 0.0 /SWIMrd (r Cr6e4)Cp (Fig 4) 4 Amine O SNIA o.c.l sr) a6 mow: p tply 5) 6Archon O3'MM.o.C./ 2c5Aryecpl/dig 6) !Archon II 1.04' Min O.C. / UCp. w0.125' Alum. (90 7) 6Are lets 00.6r MM. O.C./UCp. Into.125 Man fig 8) 2Anchors O 266' ►6R 0.C1 FCp 61g 67 3ArcIon O 1.71' Mh O.C/ F42g (1)1.101 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP 271 Concrete 3/11r 0150 Ullman 1• 1.tlr 300 Of 740 Re 665 O1 70011s 11700s WA N/A 310 D1 2-Vr 144' 3m le 740tl ttf- 1170 6e NN WA 370 Ms Anchor Capicity Table (Ib6) Vr Ec0 U6gc4n r 1314• 450 ps WO as 758 115 *560 1020 Ito N/A WA 315110 2-vr 133r M0 Os 1485 6f 1946 15e) Ca 2340 b WA WA 74310s 561 Cmc. N16' 17m0 U6nt0n 31Ir r 1644 Rs 1424 Ds NIA 1006 Os 2644IDs NM NIA 712 Os MET Eeo Ullman r 270Ds NM N/A ebiT 01 NIA N/A N/A 2-vr 1.Vr 260 as 6Wp 705 0c 5601s 040 Oc - WA WA 200 6s FIGURE 1: FIGURE 5: 1 • • I FIGURE • • • FIGURE 3: 4491f/ FIGURE 6: • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10' 'I® 1 • 525IOa FIGURE 4: 379 Os • • • • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. 0731aa NIA N/A 353 M6 Hdloer r]AU Pr Elm Macon 354 Ds NrA WA NIA NIA NIA WA 790 Its BM Ds WA WA VC SS Etc, 1414. 374 Ito 746 Ito NIA WA NIA Elco Urtrecce 3.1111. 11/0 664 les e le Ds WA e re Re WA WA MO Ds WA Feed WU Ur SS Elco WA NM 2893 Ds WA WA WA 010 Steel Scree (05) 1-318. 341 As WA WA 1112 SW 010 Metal 112 site' 1-903. 442 Iss 1115 Ds WA 442 Ms roles 56016 020 Os 1680 Os 21 to 6111M 664 Ms 84010s RCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 600 758 861 1063 1171 1260 1629 1535 1469 1105 077 782 742 170.0 170.0 170.0 100.1 145.9 132.9 1002 92.1 MA 55.0 48.1 32.4 20.8 23.6 2267 2391 2660 ZOO 2553 2437 2101 1050 1801 13911 1229 971 919 786 170.0 17110 170.0 170.0 1700 170.0 1617 137.6 719 621 621 613 756 1063 1171 1218 1530 1631 1454 1098 40.8 37.1 211.1 007 732 631 ANCHOR CAPACITY ADJUSTMENT FORMULA: MUUJON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULUON 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) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 gift INFORMATICV ON 60AgING. V: SHEETS 2-4 FOR 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEAIVG WInIS iSALlow•aul. • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIM, SELPSHEEtS 24-2310140LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 4 SUBSTRATES* CONCRETE SHALL CONFORM TO ACI 301 SPECtl (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSIORE-T ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF .125" THICK. STE6L snips q,Elp A IN GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK PIND A36. AisLeANCHORS THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INT6 N/60D MAY BE STEIL•18-8 S. Hou_citv AND ',ROUT -FILLED SONCIIETE BLOCK UNIT 0 10 04 co UJ O. cn -J 0 CO CO 1 CO 0) go 0 PRODUCT REVISED as complying Mth Floricta Building Code , A. Li/141VaILLER. P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table (1b6At') 2 x 6 AMmonb• Opening Width(for var8re11yapalY0rgmullions) orOpening HakM(for 1 daontaly-sperm md4ors) 501n 80 M 70 M 80 In 90 01 .. 100 N 12011 1401n 140 In Tnp/Tdsno x .26 Rr*engu Tnp/Musg. imam Rectangular L44dn0 TnpRdmG La6q R4clrpYr Lodn0 Trap/M•13 Loading R4man•46r Leming 766/10466 Lowing R•clnpAr Loading 1tyYlllri• , Lo.dn0 Rarn•dr Ln6dn9 149I114n6 Loma R4c0014r Loading Trap/Mang. laading RrAnp144/ Le6dn0 1)6p/1dM0. loading Rests Lading 61W Ueda/ Logging II fa 11 11 faifa 11 II 11 II la 11 11 fai 11 11 la li II f6f 11 il lai 11 II fa 11 I II fa 11 11 fa 11 II fa 11 II la 11 II ft 11 i fl fa 11 II fa 11 i II fa 11 II fa 11 t63 i 170.0 820 170.0 435 170.0 744 170.0 470 170.0 856 170.0 508 170.0 002 170.0 519 1700 1116 170A 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1633 1700 521 4201 170.0 706 170.0 524 170.0 850 1700 564 1700 092 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 877 170.0 1417 170.0 850 170.0 1700 170.0 080 170.0 1983 170.0 680 170.0 2267 170.0 440 4011 170.0 747 170.0 583 170.0 890 170.0 031 170.0 1048 1700 654 170A 1195 170.0 723 170.0 1345 170.0 .747 170.0 1494 170.0 750 170.0 1793 170.0 750 170.0 2092 170.0 756 170.0 2391 170.0 758 50425121 In 170.0 707 170.0 012 170.0 956 170.0 091 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 170.0 1544 170.0 056 170.0 1013 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 661 54 170.0 805 770.0 701 170.0 1003 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170A 2470 170.0 1063 170.0 2833 170.0 1063 60 b 11. 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 1700 040 170.0 14158 170.0 1015 170.0 1673 170.0 1076 170.0 1650 170.0 1122 170.0 2231 170.0 1100 170.0 2003 170A 1171 170.0 2075 170.0 1171 1263 63 In 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1384 1700 1002 170.0 1558 170.0 1080 110.0 1753 170.0 1155 170.0 1548 170.0 1210 170.0 2336 1700 1275 170.0 2727 170.0 1286 170.0 3117 170.0 72In 170.0 1003 170.0 6/6 170.0 1275 170.0 1000 170.0 1450 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 1700 1357 1700 2550 170.0 1406 170.0 2975 170.0 1529 170.0 3400 170.0 1530 701n 170.0 1122 170.0 037 170.0 1344 170.0 1060 170.0 1570 170.0 1209 170.0 1194 170.0 1322 170.0 2019 170A 1421 170.0 2243 170.0 1505 170.0 2602 170.0 1629 170.0 3140 170.0 1694 170.0 3500 170.0 1705 170.0 1161 170.0 087 170.0 1381 170.0 1115 170.0 1611 170.0 1250 170.0 1642 170.0 1389 170A 2072 1700 1474 170A 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 7700 78In 170.0 1320 170.0 1144 170.0 1594 170.0 1320 170A 1850 170.0 1408 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2050 170.0 1915 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2301 001n 98 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170A 1063 170.0 1622 1700 2637 170.0 1794 170A 2550 170.0 1952 170.0 2533 170.0 2095 160.0 3109 170.0 2338 137.1 3159 146.8 2A70 120.0 3199 1501 2420 106In 170A 1504 170.0 1400 170.0 1013 170.0 1047 1700 2231 1700 1170 170.0 2550 170.0 2076 184.8 2701 170.0 2271 144.3 2781 161.0 2333 123.5 2751 140A 2251 105.9 2781 125.9 2234 02.7 2781 118.0 2700 1700 1635 170.0 7454 170.0 1935 170.0 1700 170.0 2283 170.0 1032 170.0 2821 170.0 2149 151.8 2532 162.3 2245 136.E 2032 148.4 2210 113A 2832 128.4 2146 07A 2632 115.1 2126 45.4 2832 100.3 2008 111 M 120 In 170.0 1771 170.0 1566 170.0 2125 170.0 1550 154.4 2252 159.9 1991 135.7 2252 141.4 1964 120.1 2252 127.2 1938 106.1 2252 118.1 1915 901 2252 96.8 1672 772 2252 609 1836 87A 2252 01.4 1606 125.1 1564 126.6 1445. 104.3 0564_ 105.1 1425 60.4 1564 91.5 1407 782 1564 80.7 1300 45.5 1584 723 _ 1373 62.6 1564 65.7 1358 521 1564 55.0 1330 44.7 1554 492 1305 39.1 1584 44.41253 1 144 01 • nut v a TABLE 138 Anchor Clip Pat1.m6 Substrate: 2.7I Cenor6l• Anchor Capa Ity Tabb11b5A 3.51 Cone. HoMow CMU Anchor Type: Eggs 2.Wp On7 Enbedmml On1 2 Anchors • 4.78' Mk. O.C. / Standen] or Onset ore •19. 1623 4 Anohms 0 4.8r ten O.C. / 8laneerd (r 011.4) Clip •k. 3) 8 Anaheim ® 1.71' MIL 0.G / SWd6d pre Mel) C6p (Fig. 47 4Menem ®r Mn O.C. / (2) 2s5 Angle 166 / fix 57 6Mahon 07Min 0.G/(2)215Angle Clips / fig. 67 12 Amnon ®18' MO O.C. / (2) 245 Arab Cop / ff19. 73 4 Maas ® 1.34' Ws 0.C.1 U414. its .12rAlum. (Fi0. 5). 5 Anchors gl 0.13r Ion. O.C. I U421p. One •123- Alm. (Fig. 07 2 Analyse ® 4A6' on 0.C/ F-00p (Rig. 10): 4 Andrea @ 1.7r Mk. (ICJ F-tlp (Fig. 113 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP 3nr Eke Ullman 1• 1-3/4' 39016 700b 1100 b te0b 1500b 1640b WA WA 390b 2-0/r 1.3/4' MO be 160 b 1100 760 b 1560 104 270014e WA WA 3901b4 1M' Eko Macon 7• 1.3N' 450 b 900 b 1010 b 660 to 1360 b 1440 b WA WA 430 b 2-1? 1.3/4' 890 b 1780 be 2599 b 1500116 3120b 3700 b WA N/A 890 b 5/1r Eke 3-t/r r 11144b 3232 be WA 16W In 3792 b WA WA WA 1816184 3/11r Elec. Mown 1' 2.1/2' 1. /4' 270b 51010s WA 540 be 10a01b4 WA WA WA 270 Its 1.11r 28016 560104 94016 540b 1120 b 1r10b WA WA 260 be FIGURE 1: FIGURE 5: FIGURE 2. FIGURE 3: • • FIGURE 6: 590 b 700b FIGURE 4: • • • • • • • • i • • 50516 1298 b FIGURE A i FIGURE 7: WA WA 470 b FIGURE 9: FIGURE 10: • • • • • • •• • • i • FIGURE 11: • • • • ANGLE CLIP (FIGURES 5-7) MUST BE USED M PAIRS. 1N' Eko Ulran 1• 1-1M' 354 706 b WA WA WA WA WA WA 354 b WA 2-1/r 1.114' 740 b 146016 1035 its 760161 15201i6 1500 b WA WA 740 6m 53364 1/4- SS Cleo A00r4Gnb 1.1/4' 374 b 748 to WA 74516 1400 b WA WA WA 374134 WA 5I10' Eke Ulnem 3.1/r 1.1/4 . 8M are 1272 b N/A 6101b6 17ab WA WA WA 538104 Fled OIU 1N' 88 Eta r ✓ ' 948 b 242 b WA 1602104 376410s WA WA NIA 946b WA WA PT %cad 010 Steel Screw (05) 0.40' 1-3/r 341 b 632b 13031m 862 b 1363b 2045b WA WA 341b 612 Steel 6om7 (051 0.64. 1A•' 442 b 885M6 1770 58516 1770b 2654 b Metal 412 Stoll 85nw (G5) 0.334- ndn 500104 112016 2240 b 11201a 2240 06 338016 WA 1430 b WA 442 2661 R6 580b 882Ib6 885 b 1120 b6 TMENT FORMULA: (DR..) 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 MU W ON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-1 FOPS DENGRAI•INSTALI,ATIOIVET4M, • • • • • 9 • • • • • 2) LINEAR INTERPOLATION AE=WEEN MULL LEMOWHSONNIh1OR OPGPIINC WIDTHS IS ALLOWABLE. •• •;• • • ••• • 3) MULLION AND MULLION ChiliebH TdSCI LE.IFOF#EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD LOWIN(DIMEASIdWAL'R STRICT)ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRET SHE- CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (C0)J) Lt CONFQISA TO A91M C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AO} SG OF 0., 0. ALNU SHALLLE 60836T5IND BE A MINIMUM OF .125' THICK. STEEL STUDS TO •E A MINIMUM GRAbU0. `7 AI)D 5' IHIC. rliGA STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38•A!L ANCHORG, INT/D TA[ SF{�LL XT ND T LEAST 3 SCREW THREADS BEYOND THEVRTERIAL! #10 & #12M1)SHORS► INTO WOOOMAY V EEL, 15-8 S.S. OR 410 S.S. 2* Xt'L'Lll!!!!!!![�. MULLION 8.000' N Ym c- CC 04') CO �yE 1 W Jco J 2 W Jf AO 0 Z 1 y a0 O vO PRODUCT REV)SSD as complying with gee Dori! • lding Code Acceptance No Dale :/FT'T4/- QOtI B hoot* •... 77111111///// 17t:,3 NSt; a {; • : NU. 58705 !I _ ' j TY O;Li 17J` -7.-73 .1'1TE0F A. LYf�)S MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •. 410 • • • 04119 • • • • • • • • • • • • •• 14A TABLE Mulilon Capacity Table Oboe) 0p•nlnp Width (forwrlcally-6p1nNlg mUYons) or Opening Hight (for hoinonl6N4paMsp minors) 50 M 50 la 701n 80In 90In 100In 120 tn 140 In 100 M 7 RanvWlu 114'5I..Y. 19•r• Rar•uM Loed09 Trep/TOar•. Loa•ro RsetfgWr Los4130 15*0,733.� Load9 Radary8er 1oaaro Trap/Nap L0.*Q ReolenWer 1.0002 T*TMnf 10311.3 136ounpular Tiro Ru ot 1 R�r La T Xp' �le R Lostina 12r t 2.11" x.12:1:I La•ro la i h.1 it i 1iii 1'! hgi hi igi ii:i hgi IlI hi hi II hgi II hiii II 421n 1442 526 187.0 428 120.2 526 1459 419 1030 526 138.9 414 901 528 13/.6 411 00.1 58) 134.1 411 721 526 1311 411 60.1 626 134.1 411 51.6 816 131.1 411 45.1 526 134.1 411 314 4861 96.0 403 1010 333 006 403 947 325 69.0 403 054 920 00.4 403 81.4 317 637 403 70.1 316 453 403 766 314 403 403 70.6 314 34.5 403 756 314 30.2 403 76.6 263 50.6251n 82.3 362 91.0 301 08.8 362 79.3 294 58.8 302 71.9 209 51.6 382 87.2 206 45.7 382 64.8 264 41.2 352 618 283 34.3 362 83.5 263 29.4 362 835 263 257 362 83,6 248 64 In67.6 318 74.1 287 PIS 64.2 261 455 318 57.7 258 424 - 318 63 5 253 37.7 313 50.6 250 339 318 49.5 249 28.3 318 49.1 248 34.2 316 49.1 248 2/.2 318 49.1 201 I, 50h 49.5 2513 53.1 219 41.2 2513 417 214 35.3 256 40.7 210 309 256 37.2 207 27.6 268 34.0 204 24.7 258 33.4 203 206 25a 32.2 201 17.7 256 322 201 /65 258 322 163 Q 83 M 427 234 410 200 358 234 39.1 195 305 234 34.7 192 20.7 234 31.6 109 237 234 29.4 106 21.4 234 260 184 17.9 234 28.8 183 153 234 256 183 13.4 234 27,5 1aS g In 37.2 213 304 183 31.0 213 337 179 26.5 213 29.8 176 23.2 213 27.0 173 206 213 25.1 170 166 213 217 158 15.5 213 22.2 167 13.3 213 220 133 11.6 213 220 180 96 72In 296 179 105 239 179 20,8 152 20.4 179 22.5 149 17.9 179 20.9 147 159 179 117 145 76In 243 181 _311 25.4 140 20.3 151 21.6 137 .17.4 161 19.0 135 162 161 17.0 133 788 226 152 23.5 133 169 152 .19.9 131 161 152 17.5 120 -„^,.^^ ^ t tw 611111 TABLE 14B AnchorC9p9elty Table Ohs) Meld Anchor Cap Patterns 54043149 2.71/ Concrete 3.5c Care. 11olee CMU Fo6dCMU PT Wool Maw 'type 316. Eke Ulmcm Ur Eke Wrsm 5/16'Eko utrsm 916'Eko Ubxen 1/6 Eko UYs•1 116SS Eke *macaw t91GElco 161401 16SS Et° A56434Or 51051e11 6crs•(Ctb) 812 Mee Scr6a (G5) 812 Stall 5016/(G5) E031311arce(nI r 2-12 1' 2:Ir SW 1'. 2-r r 21r r 3-Ye" r 04r 0.54' 0.326 EIn5e9ned M. 1-3/4' 1.351. 1474' 14/4' r 1-1/6 1-1/6 1.1/4 1.1/6 1-1/6 1-1/4' r 1af' 1y6 606 Its 50151 1430 Ds PA 1) 780Its 783 As 690103 1560 an 108614 563104 _ 560 D5 WA L 7E0 Ps 748 b B60 VA 7802 be 932 a• FIGURE 1: II I ANGLE CUP MUST BE USED N PAIRS. TMENT FORMULA: (DP„,.) X ( ANCHOR CAR'""""") :ANCHOR CAP.., MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REOUIREO' 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 YIELDA 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. 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 DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPES.16ICATIQI S.1 )LLQW MM{{pp G UT LIED• CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4B0. WOOD SWALI•BE REE^SUgE- ED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SMALL BE 6063375 ANDME *WON ' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" TY4 (1848/R)GR). SIRUBTU$AL STEEL TO l E AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SEDr� L T%SMR•EN T1 EP S BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE ST 18.8 S.bR 41 S.S. •• • • • • • • • • • • • • • • • f • • • • • • • • •• • • • • • • • ••• • ••• • • • • ••• • • .125' 1.26' X 2.11' X .125' MULLION (INTEGRAL FN MULLION) 5 1 LL 0 J W 02 t- co cn re U N 115 A lY O (1)) 40 A 1 W 2 0 J J 2 1 yo Y co co 20 J PR07UCT REVISED es complying with the Fk914 mcp Building Calla ItaCZ�• 123 A<oetan4ro No Expiration s, - _r - al2,21 M-., Dade 1tt11111 \\ $ (1YidN 111j!!'J7��i i•�` •••tGENSF •••1 • Q�r' N0.58705 T\.. S"tATL OF •• • A. LYRNIMIELE2, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i • TABLE 15A Mullion Capacity Table (beMlt) 32P BPYMALL _ Opening Width (10lericakyspanninpImdoro)Or°perm 601n Helot - 90 M par mamma ■ am=••,d 1001n ^^•'•"., 1201n 1401. 100 N hep/IB..a k. 70M 30 SON Reele00.11et 7 r Ibemingr Trtoedog. toeing Freeing teeing toeing htoeing Beeeing teeing T1LaingC twang R oodIng 10em1g 1kLeminy. Leming F1 Losing LeeaeO T Lo.6016 Losing Reesng• Losing htoeing9. toeing I,o00209 Losing i fa800 toeing 10e6g I 11 II toeing IAe6np _i II Leming fit a 11 I l 11 1_1 I a I 1 1 1 ii1 I I fi a f II / 1 il11il II 1 II 11il 11 I I$ li ii II li $ II 11 li 621 II 140.1 II ii 1740 111 170.0 II 621 435 170.0 744 170.0 474 170.0 068 170.0 506 1701 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1460 170.0 521 170.0 1730 170.0 600 114.2 1522 170.0 880 42 M 170.0 620 170.0 624 170.0 650 170.0 544 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 125 1700 677 170.0 1417 170.0 600 1622 1522 170.0 680 130.E 1522 170.0 756 102.6 1443 170.0 756. t68In 3 g 48 M 170.0 706 170.0 563 170.0 006 170A 631 170.0 1040 170.0 604 170.0 1195 170.0 .723 170.0 1345 170,0 747 164.2 1443 170.0 766 1362 1443 170.0 766 117.3 1443 1700 681' 902 1353 170.0 061 50.625In 170.0 747 170.0 612 170.0 956 170.0 891 170.0 1110 170.0 764 170.0 1276 170.0 803 160.4 1353 170.0 537 144A 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 913 73.1 1216 140.1 913 641n 170.0 797 170.0 701 170.0 12(3 170.0 797 167.0 1210 170.0 876 146.1 1218 170.0 944 129.9 1210 169.8 936 116.9 1218 152.1 024 97.4 1216 146.1 913 63.5 1218 146.1 1632 670 65.7 1160 1262 670 0015 170.0 065 170.0 170.0 745 170.0 1116 170.0 850 150.2 1160 166.E 033 1314 1150 163.0 914 116.8 1150 141.9 006 106.1 1150 134.2 666 07.6 1150 126.7 671 76.1 1150 1062 61$ 57.1 1046 108.2 010 631n 1701 930 789 152.4 1046 165.E 001 1360 1048 146.E 664 114.3 1045 133.1 650 101.6 1048 123.4 539 91.4 1040 116.E 630 76.2 1046 109.4 621 65.3. 1046 76.6 608 44.0 600 70.4 66 6 170.0 974 1700 147.9 764- 117.4 060 1260 748 100.8 680 110.8 734 80.0 NO 100.0 722 70.2 800 02.0 712 70.4 800 062 703 667 880 702 003 60.3 860 622.1 610 37A 700 61.5 617 72 In 140.6 600 690 99.6 790 1064 676 853 790 93.3 583 74.8 790 83.9 652 06.5 790 70.9 643 59.9 790 71.7 635 49.9 700 65.1 624 42.6 790. 666 34.6 780 65.5 566 76 M 110.7 790 125.1 6017 92.3 750 98.1 644 70.1 750 05.9 632 60.2 750 77.1 621 61.6 750 70.6 512 65.4 750 65.7 665 462 750 59.4 694 39.e 760. 56.2 33.3 445 22.5 563 31.0 442 78 M 110.E 750 115.5 600 130.1 663 62.6 491 61.6 603 64.8 483 45.1 563 489 475 40.1 663 44.4 486 36.1 663 40.9 482 30.0 663 36.2 452 251 663 26.6 394 160 496 25.0 390 90 N 721 483 74.4 443 49.5 495 51.6 435 424 495 44.0 427 37.1 495 39.9 421 33.0 405 38/ 415 29.7 495 33.2 409 24.6 405 29.1 400 212 495 17.6 316 90 M 69.4 495 61.1 6 353 34.6 391 35.9 348 29.8 301 31.1 342 25.1 301 27.e 337 232 391 241 333 20.9 301 22.6 326 17.4 301 19.7 321 14.0 391. 106 M 41.7 391 42 392 335 32.0 370 33.0 330 27.5 370 28.5 325 24.0 370 20.3 320 21.4 370 22A 316 192 370 20.0 312 18.0 370 18.1 305 111 M 30.4 370 289 25.3 317 28.0 204 21.7 317 223 200 19.0 317 191 276 15.9 317 17.0 273 1201n 30.4 317 30.9 TABLE 15B AmharC3p Pattema Slbinfe War 7y0 Edge °Manse (My Embedment (My 2 Anthers 0 5' Min 0.C. / (2) 275 Angle Clips / (Fa. 1k 4 Arehors03.5 MIn. 0.0./(2) 2.5 Angle Mips/(Fig. 27. 6 A001am (0 2.71' Min. 0.C. / (21215 Angle C7661 (F4. 35. FIGURE 1: FIGURE 2: FIGURE 3: Anchor Capacity Table MO 2.7k Concrete 3715 Eke tih6eo0 IN' Boo 5l0ec0n 3.5k Conc. sow Ebo Ullman &1/6' 1' 2-1/2"1' 212'1-3/4" 1.354' 1.3/4' 1-31P 390lea 390 Ds 450 b 660 00 760b NO b, 7908a 16701b 1120 b 1170 Id 958 b 2246 b 2254 b ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 2' 1700 De 2525b 3/16' Etc Ullmo0n 1' 1.114' 270 b 540 •s WA 2-VC 1414. 2001ke 60016e Ho80a (04U 114' Elea Ullman 1' 1-W' 354 WA 2.12' 1.114' 740b 11201te 640 b WA 10591d 1/4' SS Elms Ag•Kielo r 1-1N' 3741Y 748 9e WA 61W Ek0 161neon 3-1/8: 1-W' 7201ke 600 roe 1320 •e Feed CMU 1N'SSEbo A9•el3tkn 2' 2' 0461a 1692 Me WA PT Mood $109Wi Sour. 03• 0.40' 1-3/R 341 Do 632b 112 Steel Some (05) 054' 1.613. 442 b 685b 012 Nei Soma 015) 0.324' Wet 580 Ds 1120 b 1022 b 1327114 1630 b 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 ALLOWAB•LE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT D*M8NSIONS, SEE SFEETi• 21Q3. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS tHOWN ONISHEEN.21-b3. • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW tROUT (LLED• CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGF� SIjRRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LFST3.�784EW 71112E S BEND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 10 S. • • • • • • • •• • • • ••• •• • ••• • • • • • • • • • • ENT FORMULA: (D ) X ( ANCHOR CAP.,.,,....) =ANCHOR CAP.,,,, MULLION 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. • • .125' • • • • •• 30' BAY • • • MULLION • • • •• • • • • • • • • z 0 -J 2 •w CO 2 co Z W J 04 A' m 1 3 0,9 1 A 1 1 1 o 0 IW 0 2 O PRODUCT REVISED m complying with •e F1od&R Building Code Acdepteace No)6'0218.03 'rot, Die :FLIP/ • ell By ✓6aA..�a Product 4j14()111(1/� `\ta( IYNN Al/(�� //, `1 i.o.58705 IL _ C(/ )0 -� (ATE F " IONi\ A. LAN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 16A Mullion Capacity TabIs (IbiMt2) 3.2r DEG BAY Opening Width (for %balcony-spar/Gono orr)orOpeningHs ht(for IuAmleay4pelrirpmaws) 120In 1401n 1801n 111111.111111 601n 001a 701n 0015 10In 1001n Rach1•dr 10p/78W. ILtclup4r Lowing TraVlidang. Lowing Ractrl•dr flawing Twills n . Loring R0nmWr Leafing hap/Mang. Lowing R0ctan001r Leading 1110L70ar0• lowing Recl•War Loring T.N51r10. Rae105 40 lowing INIVTiwil Ieadi RMaLoaa tar g 1hpl7tlaro Lowing • Loading Lowing Lading 46 -AL MULL loading 1 11 il Loafing it it ii it 1111'1 II fi 1111 il ii it 11 111 11 ii 11 ii il 11 il311 il1111 fi II ii 11 ii il I In 170.0 620 170.0 435 170.0 744 170.0 470 170.0 808 170.0 506 170A 092 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 621 170.0 1735 170.0 521 160.3 1671 170.0 521 42 4050 170.0 700 170.0 524 1701 850 170.0 584 1701 9112 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 600 163.7 1637 170.0 080 140.3 1637 170.0 080 1220 1637 170.0 860 t661n 1 4 50.6251n 170.0 747 170A 563 170.0 ON 170.0 831 170.0 1046 170.0 684 170.0 1t95 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 756 128.1 1652 170.0 756 110.4 1552 170.0 754 54 51 170.0 707 170.0 612 170.0 050 170.0 001 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 1137 1552 1455 170.0 056 120.3 1455 170.0 001 110.6 1456 170.0 861 07.0 1455 170A 061 ' h 170.0 605 170.0 701 170.0 1003 170.0 797 /70.0 1240 170.0 876 157.1 1309 170.0 $44 130.7 1309 170.0 900 125.7 1300 103.5 984 10411 1300 157.1 962 NIA 1300 167.1 002 7613 1300 157.1 902 00 17011 930 170.0 745 170.0 1116 170.0 050 162.0 1247 170.0 940 142.5 1247 104.6 083 126.7 1247 152.6 985 114.0 1247 144.3 952 030 1247 1362 030 81A 1247 135.7 935 71.3 1247 135.7 935 63in 170.0 974 170.0 709 170.0 1100 170.0 903 145.4 1100 1637 965 120.9 1190 147.9 045 114A 1190 130.5 928 103.9 1150 1284 914 66.6 1103 110.5 ON 742 1190 118.1 603 44.0 1190 118.1 403 161.0 1010 160.E 877 134.7 1010 144.6 059 115.4 1010 1272 3/2101.0 1010 114.7 628 00.6 1010 105A 817 60S 1010 680807 87.3 1010 NA 795 57.7 1010 87.8 790 50.5 1010 87.7 700 7211 70 h 137.4 008 1430 792 114.5 Ka 1220 775 08.1 K6 107.1 761 85A 92 OW N 749 76.3 Kb N.2 738 687 008 82.3 729 57.3 006 74.7 710 40.1 006 71.2 710 429 900 700 700 In 127.1 801 1325 754 1055 881 1125 730 005 661 95.0 725 79.4 Nl 685 713 70.8 661 81.0 703 630 461 75.4 894 530 Ni 611.1 651 45.4 101 04.5 075 387 161 83.7 672 70 6050 82.7 646 55.4 574 66.0 646 721 504 59.1 648 62.9 554 51.7 640 56.1 545 480 648 50.9 537 41.4 648 47.0 530 34.5 648 415 510 285 640 382 611 230 648 36.5 507 1382 560 70.1 508 56.8 518 59.1 4W 487 560 51.4 491 42.0 586 45.6 463 37.0 500 41.4 478 34.1 508 381 470 284 506 33A 450 24.3 666 30.5 462 21.3 563 20.7 447 358 Nh h 47.9 449 48.9 405 30.9 449 412 390 34.2 449 35.7 393 29.9 449 31.7 307 288 449 28.6 362 239 449 281 377 20.0 449 22.7 3611 17.1 449 20.4 361 15A 449 180 108 h 44.1 425 45.0 365 386 425 37.9 370 31.5 425 32.8 373 276 425 281 967 24.6 425 282 362 221 426 24.0 356 164 425 20.7 350 15.0 425 18.0 343 111 120 h 34.9 364 35.5 331 281 364 29A 320 24.0 364 25.8 321 21.0 364 220 317 19.4 364 20.5 313 175 384 16.7 309 202 253 20.4 233 188 253 17.1 230 144111 TABLE 16B Anchor CV Patterns Anchor T7pc Edo. Mime ON Embedment OW 2 Anchors O 5•Ann O.C.I R)NOWN%pq/6g-17 4 Arbors O 35' Min O.G I R12n5 Ando Gips I (F19 27 6 Mc0ws 0 2.7r Min O.C.112) 245 Arota CIP1 f 8g. 37 FIGURE 1: • FIGURE 2: • • FIGURE 3: ♦ • • • i • 2-7k Cantu. 3/1S Eke Lanaaol 1' 1. /4- 390 Is 78014 1120I0 2-1rr 1J14• 300b 760 in 1120104 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. Anchor Capacity Table (lb) 114' Eke Ulracca 1' 1.3/4' 450b 790b 158b 2.12' 1J/4• 090 b 1870 b 2246 On 35k Cone. 5/18• Eh* Oilmen 3-1/C 7. 1700en 3525b 3)1W Eke Miaow 1-1)4' 270 lea 540 b 2254Is WA 2-1/2' 1-1/4' 2601W 580b 640 to Haw CM 1M' Ek01AYecm 1• 1-1M' 354 IN WA 2-ire 1.1/4• 74o b 1120b WA 1059b 1/4' SS Eke NigniGalor 2• 1-1N• 374 b 74$ IN WA cnr Eko Anon 3118' 1.1/P 720b 660 b 1320114 Feed MU 1M S8 E100 r 2• 048 as 1892 ha WA PT Wood 610 8141 ecna (05) 0.43• 1JlS 341b 66218s e12811 1 80raa (G5) 0.54• 1.3R• 442b 118518 Meld 812 Steal Sara (05) 0.324• .rlaa 560 na 1120 Es 1022500 1327 b 188016a 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEIKS IM49) • • • 110 • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON MEETS 21 23• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GIVI 'FILI,EQ • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK(16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TWRESIEYOND • THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL.16-8 S.S. OR 410 S.S. • • • • • • • • • • • •• • • • • • • • • • • •00 • ••• • MENT FORMULA (D :,) 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 MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 45' BAY • MIKINON • • • • •• • • • • • • • • z 0 J -J 2 W H 2 re 2 2 z 0) W J N IO N tten 0 0 co 1 N 63 o z Y 2-' O PRODUCT REVISED as complying with the F1di& Ac5A Cale .nwo No 16'0%16.03 E,, indices Dab s'?s// . 2021 000 • • • • • • • • • • • • • ••• • • • • • • • 410 • • • • 000 • • • • • • • • • -- • • • • • •• •• • • • 1' X 2' X .125' MULLION 608376 ALUM. XSECTION 2.000' .375_,,,f- MIN. .375' MIN. 3.125' 'X2 X .375' MULLION 8063-T6 ALUM. X-SECTION r--.125', 5.500' STANDARD CLIP 608346 ALUM. X-SECTION .125' CUT HERE TO r.376' 1 _ CREATE F-CLP. SEE MIN. r DETAIL F. SHEET 4 STANDARD CLIP 8063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ 1/16'. .125' .740' 5.500' ( _ 375 MIN. OFFSET CLIP 608346 ALUM. TOPVIEW -' 1.000' r-- 2.750' l .125' .375' 1' X 2.75' X .375' MULLION 606348 ALUM. )(SECTION (--.125' 2.125' U-CLPP 6063T6 ALUM. X-SECTION .338' MIN. U-CLIP 806346 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16'. -1 1.000' r 1' X 2.75' X .650' MULLION 8063•78 ALUM. X-SECTION �{ I•--.125 1-1.000'-I 3.125' 1' X 3.125' X .5' MULLION 8063-T6 ALUM. XSECTION 2X5 ANGLE CUP 8053-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 3.188' .125' .265' 125 X 3.166' X .265' MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CUP 6083-T6 ALUM. TOPVIEW I 111.1-1.: v Mull Dimension (sheet # PGT Part e Mullion Std. Clip Offset Clip U-Clip Anple Clip 1" X2' X.125' (5) 66605 668113M 6881118M 866243M 666511M 1' X2' X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375" (7) 66607 668115M 6681120M 666245M 666513M 1" X 2.75' X .650" (8) 66608 • 666116M 6661111 M., •86.6244M • 6865114M 1" X 3.125" X.500" (9) 66637M 6681116M 6 •AS1114M 6.6241M : 68651 r 1.26'X3.188" X.285"(12) 66641M 6661117M 6661,113M 6116241M • 666511M 1.26" X 2.11" X.125" (18) 69370 WA • NIA • • •NIA . • 666917M • • • • • • r--1.266'-i 2.118' L -.B00' 125' .125' 1.26' X 2.11' X .125' MULLION 6063-T8 ALUM. XSECTIOH Dimension Value an) For Mullion: A 1.825 B 2_654 1' X2' X.125' Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 1 X2' X.375' B 2.404 Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 1' X 2.75^ X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1'X2.75'X B 3.000 .850' C 0.476 Aluminum D 0.836 Tube MulRon A 2.000 X B 2.837 1 X3.125' Alum C 0.863 .500' Tube Mu6 D 1.137 A 2.625 1.25'X3.188' B 3.282 X.265' Alum C Tube Mull 1.762 • • D • 1.26'X2.11'X • A 1.813 .121" Alum • • • Tube Mull NOTES: 1) HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS G$/W4ON THIS Sj1EET. • • • • • • • • • • • • • 2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 8 AN•CflOR OTC. DISTANCE. • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • ••• • ••• • • • In N jN m -3 8 11 1 G) CO tlo O z y 0 Y O co d' 4.RE43UCT REVISBD no complying with m FIw8b Building Code ►:O-O'2.18.03 Acceptance No pint' pn Dine }1,16 g.021 11Y(/r Mien Dodo Product V \` 0,1• J/ ' �`2`�.•4`GENSe' - 140.581° UJ �iA EO. '',�/.� FLORIOA';2� -,as • .,.1'•• 'i A. LVNN R:; '.E. FL P.E.# 58705 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • --•j 1.000' )- 4.000' -+1 1.000' r- 4.000' .125" 125' 1 X4 MULLION 6063-16 ALUM. X-SECTION 1.250" .125' .375' 1'X4'X.375" MULLION 8083-16 ALUM. X-SECTION 3.250' 3250' .100' .100' --1 .820" 1-. 1 1.250' -+i .820" 1•-•- t' X 4' X375 T-MULLION. 6083-T6 ALUM. X-SECTION 1.250" --i .820' i-- 1.25' X 3.25- X.100". 1.25" X 3.25' X .624' 1.25' X 3.94' X.824" MULLION MULLION MUWON 6005-T5 ALUM. 800545 ALUM. 8005-T5 ALUM X-SECTION XSECTION X-SECTION .125' 30' BAY MULLION 6083-T6 ALUM. X-SECTION 3.250'45 BAY MULLION 8063-113 ALUM. X-SECTION .228•J I-.981•-1'J NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .100" .375' MIN. 2.875' F 2.000' I I I .125" •125' STANDARD CLIP 6063-TO ALUM. X-SECTION 5.500' 3.125" CUT HERETO _ CREATE FCLIP. SEE DETAIL F, SHEET 4 CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16'. .740" 5.500' STANDARD CLIP 606346 ALUM TOPVEW OFFSET CLIP 6063•T1 ALUM. TOPVIEW .125" .375' 740" 1+1 .125' I i 2.1I 5' SLP I i �808ET i U XSSECTIONION 2.0' 2X5 ANGLE CUP 8083-T6 ALUM. XSECTION CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/18'. .375" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116". UCUP 6063•T6 ALUM TOPVIEW TABLE C Dimension Value (In) For Mullion: F 3.687. 1'X4'X G 1.000 .125 H 2.680 Atminan 1 - 3.000 'ribs Mullion F 3.187 1'X4"X 0 0.757 .375' H 2430 Aunlnum 1 3.000 Tube 8'T' F 2250 1.26'X3.25' O - 0.750 X.100' H 1.500 Aluminum I 3250 Tube Mullion •• • •• • •• • •• • • • • • • • •• • • • • BLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25' G 0.500 X.624' H . 1.438 , Aluminum 1 3.250 TM, Mullion F 2.625 1.25' X 3.94' G 1.125 X.624" H 1.500 Aluminum I 3.250 Tltb• Mullion F 2.813 30' Bay Mull F 2.875 45' Bay Mull .125 2X5 ANGLE CLIP 8063-T8 ALUM. TOPVIEW - II ..I V mapulon•• • • • ( y• a__, • 4 POT Part M•111o• fond. Clip Offset Clip UCIIp Angle Clip •1XX4" C10" (1) 4 tellint. 18e01111M 6881122M 866241M 668518M 19X411(.3116- (V) a 86614 66611EM 8681123M 686242M 686519M 71` Iry x.if5•T (115 &85t 160112M 6661123M 666242M 686519M 1.25' X3.25' X.100' (13) 20160 0861127M 6661124M 8882410M 6865115M 1.25 X3.25' X.624' (14) 20181 6661128M 86611255/ 66024115/ 8865116M 41.25' X 3.84X.624' (45) 20162 4 V811141 6661128M 866241M 686517M 30 Lgre�0�(19) • 666410 NM • N/A NIA 6685110M S �aV•(20i+ a_,„, N4 41.4 N/A N/A 6665111M • • • • • • • • • • • • • N -3 8 m 1 d rn .35 Ct a Y co to o1 e•I•leEUCT REVISED as complying with the Flor(de Building Code )6-0218.03 Acoepl•toe No pine". Date iFTTY/ $O2 B Mi Dade Product 010 Ili,. 0•'�t0ENSt: ''• 'P �: No.50705 i• LY. F Q <i A. L N/11111,1;ER; ' E. FL P.E. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Mull Dimension (sheet*" POT P•rt# Mullion Std. Clip U-Clip Angle Clip 2' X4• X.25•(18) 66802 688281M 886271M 8665112M 2' X 6' X.25 (17) 06604 586282M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250' )----2000'--j .250' 2' X 4' X .25• MULLION 6063-T6 ALUM. X-SECTION rX8•X.25 MULLION 6063-1-6 ALUM. X-SECTION .375] MIN. .375' MIN. 5.500' 3.500' STANDARD CLIP 6063-T6 ALUM. X-SECTION CUT HERE TO CREATE FLIP. SEE DETAIL F. SHEET4 �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/18•. a 6.500' CUT HERE TO 1l CREATE FCUP, I SEE DETAIL F. r SHEET4 .375• MIN. 3.438' .375' F MIN. 4.688• STANDARD CLIP 6083-T6 ALUM. TOP VIEW 6.436' U-CLIP 6063-T6 ALUM. X-SECTION .375• 3.438' 3.438' U-CLIP. 6063-T6 ALUM. SED FOR 2' X 4' MULLION, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 2X5 ANGLE CLIP 8683-T8 ALUM. X-SECTION 5.000' MIN. .375 MIN. 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER . 1/16•. U-CLIP • • • • • •• • • • 2XS ANGLE CLIP 6063-T6 ALU • • • • • • • • j�T6 ALUM. USED FOR r X 6'MUIjl N,SHEET17• • • TOPVIEW TOPV&W • • • • • • • • • elate • ••at • • • ce 1 p0 S 1 N AO 0 . 1 m0 Y N b'— iia' i:ODUCT REVISED as complying with the Fled& Building Code (( an 0�1 $.03 Acceptance No indion Dme 4 TV' . QOS 1 By i/e'. Man Product N1i11I I111/ to • No. 58705 mil .. A. LYI4 fJIILLER, P.E. FL P.E.# 58705 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS N HEM 1 T2' MULLION LENGTH f SEE FENESTRATION PRODUCTS APPROVAL SEE DETAILS. SHEETS 2.3 4 SEE DETAILS, SHEETS /- 2-3 L f L I NO ANCHORS W�WDD-OW SILL 32'� F-IAULL MOTH OPENING WITH i 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: -- 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE.THE MUWON LENGTH IS 72" AND THE OPENING'MOTH IS 32'*32+1' 35". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1"X 2.75' X .375" MULLION (LENGTH = 72', OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 1S */-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8. THE 1' X 2.75' X .650' MULLION (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL 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, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULUON SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 72 7LBS ) - 524.9 LBS (MAY BE USED TO QUAUFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-1 r-- VERTICALI MULLION ` LENGTN a OPENING HEIGHT FOR HORIL MULUON 34", NORM I I 36'. HORIZ MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULUON: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 32"+72'+1%105"AND THE OPENING WIDTH IS 36'*36'*1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MUWON 'THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/r AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF *50.0 -55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375" MULLION (LENGTH = 108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250' MULLION (LENGTH = 108". OPENING WIDTH = 60") HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT 1S NOW KNOWN THAT THE MUWON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38"*36"+Y=74`, NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1f2'+35-1/2"*2"=73'). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CUP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X 250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'*72"+2" =108". REFERENCING SHEET 25, THE COLUMN USINGTRAPEZOIDALFTRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250' MULLION (a LENGTH = 42". OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF 4170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULUON CUP WERE TO BE CENTERED WITHIN THE 8". CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. • • • • • • • • • • • • •4) FOR TICAL MULLION. USE THE !�J Oji CAPACITY IS 1074E PLBS WHEN USING 3 ANCHORS, WHIIN THE HORIZONTAL MULUON TO CH IS GREATER, ND THEREFORE SIFT`BLE,T(2ATl RgGUILEDD4N(ICCAPACIIYTMREQU REQUIREMENT OF 521 LBS. .TTHE ANCHOR TYPE IS A112 STEEL SCREW. • • ••, • • • • • • • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +F64.7 PSF FROM THE VERTICAL MULUON; *1.170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU: *1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INT=RSSQ1110). • • • • • THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. • • • • • • • • • • •• • •• ••• • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOVIl61fDE'IGMPREOSURE, OF h1JLU NS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES IM1L THAT T2%OTH THE .UQ'1 ARD THE FOPFOTWAfI� N PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATE AMFEN TRATION Pf(OOUCTS40 MULLION. N HN tm D3 -3 0 P''O (0 1 A 3 0 W a 8 Z PG co Ao 0 $a 1 Z 2 co to 2 CD 0 PRODUCT REVISED m cemgrin4 with me Fle i& Building Code-36'O2123.03 Ace No puetwn Dex$ 2021 Miam Dade ProductC865 At1111110 , tspN�M LYNN<<F/�. ..•• =CCNSF • ••., c r Hu.. 5,8705 111 (� •, S" ATE 0 3 P •'..•LOR10P.•' (q� " /ONAV-. �\;��' A. LYNN MILLET?, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • s•• • • • • • • • • • • • • • •• •• • • • • • EXAMPLES OF RECTANGULAR LOADING: SH H LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED - SM/DH / SHIDH t 4/ - A LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED DOOR / SHIDH � / SHIDH - 4 41 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULUON WITH INTERSECTING VERTICAL MULLION LOAD NO OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW SOD LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS 00 HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION • • • • • • LOADING OF VERTICAL • • • =O IN 041017 MULLION • • • • • • • • ULLION `• LOADING OF VERTICAL MULLION SHJDH LOADING OF HORIZONTAL MULUON NOTES: 1) DRAWWGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. Z 0 7.1 m F z j ��ggIIID 801 CO rc 0) J 0 Q 1 0 1 z 1 rn Ao z Y 15) L'KGOUCT REVISED a complying with Mc Florida Building Code Acceptance No E.I,in.C. Date No. 60705 ;K . JI!� '. ST, TL OF . .�=! A LYNI M)i,eRJ'd.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • •• •• • • ••• • , • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •