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WS-17-1716\,5 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -7-17-1716 iii Permit Type: Windows/Shutters e1 ortcClassification: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/5/2017 Expiration: 01/01/2018 Parcel Number Applicant 42 NW 106 Street Miami Shores, FL 33150- 1121360050200 Block: Lot: MARIA TEMKIN Owner Information Address Phone Cell MARIA TEMKIN 9935 NE 4 Avenue Road MIAMI SHORES FL 33138-2439 (305)754-3612 9935 NE 4 Avenue Road MIAMI SHORES FL 33138-2439 Contractor(s) Phone Cell Phone JOHN & JOHN AFFORDABLE SHUTTE (954)817-7299 Valuation: Total Sq Feet: $ 6,986.00 0 Type of Work: SUPPLY AND INSTALL IMPACT WINDOWS 0 No of Openings: 10 Additional Info: SUPPLY AND INSTALL IMPACT WINDOWS 0 Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $3.00 $3.00 $1.40 $200.00 $9.00 $5.60 $226.20 Pay Date Pay Type Invoice # WS -7-17-64471 07/03/2017 Check #: 2372 $ 50.00 $ 176.20 07/05/2017 Check #: 2390 $ 176.20 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building ti In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermorp, I adthoriZe the above-named contractor to do the work stated. Authorized Signature: / Applicant / Contractor / Agent Building Department Copy July 05, 2017 July 05, 2017 Date 1 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 FBC20ILL BUILDING Master Permit Notk (-4 - I l PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑■ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9935 NE 4 AVE RD City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-017-1270 Occupancy Type: Is the Building Historically Designated: Yes Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): Maria Temkin Address: 9935 NE 4 AVE RD NO X FFE: Phone#: City: Miami ShoresState: FI _ zip: 33138 Tenant/Lessee Name: Phone#: 305-519-0134 Email: ronaldetemkin@gmail.com CONTRACTOR: Company Name: John and John Affordable Shutters INC Address: 1128 N Federal Highway Phone#: 954-274-0389 City: Hollywood Qualifier Name: Constantin Huzdup State: FI zip: 33020 State Certification or Registration #: CGC1517089 Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Charette International Architecture Phone#: 561-756-6094 Address: 2528 N 38 AVE City: HollywoodState: FL Zip: 33021 Value of Work for this Permit: $ 6,986.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New ❑■ Repair/Replace Description of Work: Supply and install impact windows on 10 openings. ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 r - Signature IF ► �• _ —mr OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of September , 20 17 , by 7 day of September 20 17 by , who is personally known to Constantin Huzdup , who is personally known to Maria Temkin me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Adamita D. j' u 40Y zee ADAMITA D. SUNU Seal: * MYCOMMISSION#FF946151 lot " EXPIRES: Apra 23, 2020 �+,t neo Bonded Thru Budget Notary Senices me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Adamita D. mu Pp. 47,‘ ; •••% ADAMITA D. MU Seal: ** MYCOMMISSION i#FF946151 EXPIRES: Apra 23, 2020 %,.#oF no9 Bonded Thru Budget Nctary Services ************************************************************************************************************ APPROVED BY Plans Examiner (Revised02/24/2014) Zoning Structural Review Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1270 Property Address: 9935 NE 4 AVENUE RD Miami Shores, FL 33138-2439 Owner MARIA T TEMKIN Mailing Address 9935 NE 4 AVENUE RD MIAMI SHORES, FL 33138-2439 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 /4 /0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,318 Sq.Ft Lot Size 12,064 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $361,567 $301,463 $289,254 Building Value $249,128 $249,715 $250,302 XF Value $930 $940 $950 Market Value $611,625 $552,118 $540,506 Assessed Value $266,391, $260,912 $259,099 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $345,234 $291,206 $281,407 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 MIAMI SHORES SEC 4 AMD PB 15-14 W1/2 LOT 9 ALL LOT 10 & ELY 13.2FT LOT 11 BLK 96 LOT SIZE 92.800 X 130 OR 17563-2097 0197 4 Generated Or Taxable Value Information PreviousOR 2017 2016 Qualification Descrip County Exemption Value $50,000 $50,000 10/01/1986 Taxable Value $216,391 $210,912 School Board Exemption Value $25,000 $25,000 Taxable Value $241,391 $235,912 City Exemption Value $50,000 $50,000 Taxable Value $216,391 $210,912 Regional Exemption Value $50,000 $50,000 Taxable Value $216,391 $210,912 Sales Information PreviousOR PriceSale Book- Page Qualification Descrip 01/01/1997 $0 17563-2097 Sales which are disqualified result of examination of the 10/01/1986 $165,000 13039-0078 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property App v\o 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 JUL 2017 �FBC,.20 14 "" Master Permit No. UvS 1 f 11 lb Sub Permit No. •BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL 0PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 42 NW 106 St. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-005-0200 Occupancy Type: RES Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Maria Temkin Address:42 NW 106 St. City: Miami Shores Tenant/Lessee Name: N/A Email: N/A Is the Building Historically Designated: Yes Flood Zone: BFE: NO X FFE: 305-519-0134 CONTRACTOR: Company Name: John & John Affordable Shutters, Inc. Address: 1128 N Federal Hwy Phone#: 954-303-1879 City: Hollywood Qualifier Name: Constantin Huzdup State: Florida Zip: 33020 Phone#: 954-274-0389 State Certification or Registration #: CGC1517089 Certificate of Competency #: DESIGNER: Architect/Engineer: Paul Charette Address: 2528 N 38th Ave City: Hollywood State: FLZip: 33021 Phone#: 561-756-6094 Value of Work for this Permit: $ 6,986.00 Type of Work: Addition ❑ Alteration Square/Linear Footage of Work: ■❑ New ❑ Repair/Replace Description of Work: Supply and install impact windows on 10 openings ❑ Demolition Specify color of color thru tile: Submittal Fee $ 50j:=O;CI Permit Fee $ 200 - GO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$' l C, 'ZO (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 TO OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing inst ment was acknowledged before me this 30 day of June , 20 17 by 30 day o; June , 20 17 by Maria Temkinwh is personally know o Constantin Huzdup who is ersonally know o me or who has produced _ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: A amlta D imu i/t)u Seal: eV -%'8,c ADAMITA D. SIMU MY COMMISSION # FF 946151 EXPIRES: April 23, 2020 , Sign: Print: Seal: ?o`;::::°�,� ADAMITA D. SIMU * <_ _�• * MY COMMISSION k FF 946151 EXPIRES: April 23, 2020 Adamita l Simu h of g oar Bonded Thru Budget Notary Services ******************** ioiro4Ps** o*** eiu4 ieNi ***pie**************************************************************** APPROVED BY (Revised02/24/2014) /' 2 Plans Examiner 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). ledgement: wner Signature 3°10 WhS onn liuzc u Date Print Name JOHN & JOHN AFFORDABLE SHUTTERS, INC. gcritm. & %Getukdaiste., € salzaci 7Ncstdourd. & DerreLl. 1128 N. Federal Hwy, Hollywood, FL 33020 Cell: (954) 274-0389 • Cell: (954) 303-1879 E-mail: adsaffordable(a cmail.com / ioanancatet att.net Licensed and Insured CGC 1517089 06/29/2017 Name: Ronald Temkin Address: 9935 NE 4th Ave Rd, Miami Shores, FL 33138 Phone: 305-519-0134 Email: ronaldetemkin@gmail.com Supply and Install PGT Impact Resistant Products, as follows: 1. 74 X 38 'A - 2 SH700 of 37 X 38 'A + Mull Bar, White Frame, Gray Tint Glass 2. 37 X 50 '/4 - SH700, White Frame, Gray Tint Glass 3. 37 X 50 'A - SH700, White Frame, Gray Tint Glass 4. 37 X 38 'A - SH700, White Frame, Gray Tint Glass 5. 74 X 50 'A - 2 SH700 of 37 X 38 'A + Mull Bar, White Frame, Gray Tint Glass 6. 37 X 50 - SH700, White Frame, Gray Tint Glass 7. 37 X 50 'A - SH700, White Frame, Gray Tint Glass 8. 37 X 50 'A - SH700, White Frame, Gray Tint Glass 9. 37 X 38' 'A - SH700, White Frame, Gray Tint Glass 10. 37 X 38 'A - SH700, White Frame, Gray Tint Glass TOTAL Price: $6,986.00 Price Includes: Materials, Installation, Repair any stucco if necessary, All surfaces to be left paint ready, Clean up, Tax and Inspections. Building Permit, Engineering Calculation and Notice of Commencement are extra and paid by Owner at cost against receipts. All Materials are "Miami -Dade County Code" Approved Payment Plan: At Signing of Contract At Completion of Installation At Final Inspection - $4,000.00 - $2,600.00 + Permit Fees - $386.00 Customer Date Daniel Simu John & John Affordable 06/29/2017 Date Property Search Application - Miami -Dade County PEDRO J. GARCI MIAMI-DADE PR IMPORTANT MESSAGE http://www.miamidade.gov/propertysearch/4/ When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 11-2136-005-0200 PROPERTY INFORMATION Folio: 11-2136-005-0200 Sub -Division: DUNNINGS MIAMI SHORES EXT NO 1 Property Address 42 NW 106 ST Miami Shores, FL 33150-1246 Owner MARIA T TEMKIN Mailing Address 9935 NE 4 AVE RD MIAMI SHORES, FL 33138-2439 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT 0 0 1 of 5 6/30/17, 3:01 PM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,336 Sq.Ft Living Area 1,022 Sq.Ft Adjusted Area 1,159 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1939 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 2017IMPORTANT NOTICE: The assessment and exemption values currently shown are preliminary and are subject to change until they are certified on July 1. Year Land Value Building Value Extra Feature Value Market Value 2017 2016 20151 $198,007 $166,118 $166,118 $80,666 $80,666 $80,666 $0 $0 $0 $278,673 $246,784 $246,784 Assessed Value TAXABLE VALUE INFORMATION COUNTY $182,364 2017 $165,786 $150,715 2016 2015 Exemption Value $0 Taxable Value $0 $0 $182,364 $165,786 $150,715 I SCHOOL BOARD 2 of 5 6/30/17, 3:01 PM Affit DOOR Maria Temr.ir\ y.. .W 0 S M .rn br N/k 1C)0R N/# N/A- AVA NA NA x x DooR Npk bR 'l4 RECEIVED JU 3 2017 / 37x 3834 s// loo /6-07/44.06 .z 37, 3834. s/f 700 /6-074. 06 3 37x SDA. Sff 7oo /6-07/44. oC 44 37k6-072- S ff lav /6-07/9 . oC 5 37"50/z, Sff700 /6107/.oC 4 � '79xSDX as#7oo ej 37)(5-0;if Me Sic /6-o7/'. o �' /s-oz/8.03 7 37x 3838 SN 7oo /6-07/x. oC 8 37 (SO yr S ft 70o /6-07/9.0C 9 37x50° 5/f 7ov /6-o7/4- OC /0 79-K 3S i aS!/",o0 37x3g3$f MV $ar /6_074 06 - /C-oa/S. J ,ECT TO COM'L'ANCE W111-1 Alt FEDERAL n1INTY WI 7=S AN'D PG � LA -IONS • . . .. ... .. . .... •••• • • • . •• • • •. .. •••• • • • • •• •• • .. ..•.. • .. ••• • ••• • ••• • •••• ••••••• • • • • • • • • • • .. .. • • • .. .. ••• • • • ••• • • ICHARETTE INTERNATIONAL ARCHITECTURE ARCHITECTURE • PLANNING • HISTORICAL RENOVATIONS lez;' 2528 N 38 TH AVE ♦ HOLLYWOOD, FL 33021 CIARCHITECTURE©YAHOO.COM♦ (561) 756-6094 FLORIDA BUILDING CODE 2014 170 MPH WIND ZONE ASCE 7-10 WIND CODE Interior &Exterior Zones (4&5 - Walls) Positive Pressures Exposure CFor the 170 mph Wind Zone CATEGORY 2 Height • • (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 38.0 • • 36.3 35.3 34.6 34.1 33.6 20 40.3 38.5 37.4 36.6 36.1 35.6 Ca-) • 40.2 • 39.1 38.3 37.7 37.2 30 43.8 41.9 40.7 39.9 39.3 38.7 40 46.5 44.4 43.2 42.3 41.7 411, 50 -448.8 46.6 45.3 44.4 43.7 • vL3.9. • 60 50.6 48.3 46.9 46.0 4 : s1.4.,7. -49.0 -52.4 • Length of End Zone (a): 10% -of least •horizontal dimension or .4 h, whichever is smaller but not less than 4% of (east horizontal dimension or 3 ft. (h = mean roof height in fit' NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF. .•• • • • • • Interior Zone (4 - Walls) Negative Pressures .-"' • •• : -` •: • Exposure C For the 170 mph Wind Zone CATAGARY 2 , f • • Height (Maximum) . Effective Wind Area (or, Tributary Area) in Square Feet `.. ` • : 10 20 30 40 :30:•: • 60 -1.10 , -1.05 -1.02 -0.99 70.98 • «•per:. 15 -41.3 -39.5 -38.5 -37.8 337,8-: ;30.8. 20 -43.7 -41.9 -40.8 -40.1 -39.5 -3974: • ( -43.7 -42.6 -41.8 . -41.2 -40.7 30 -47.6 -45.6 -44.4 -43.6 -43.0 -42.5 40 -50.5 -48.4 -47.1 -46.3 -45.6 -45.1 50 •. -52.9 -50.7 -49.4 -48.5 -47.8 -47.2 60 -54.8 -52.6 -51.2 -50.3 -49.6 -49.0 -52.4 -50.8 Length of End Zone (a): 10% -of least •horizontal dimension or .4 h, whichever is smaller but not less than 4% of (east horizontal dimension or 3 ft. (h = mean roof height in fit' NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF. .•• • • • • • Exterior Zones (5 - Wails) Negative Pressures Exposure C For the 170 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (ori Tributary Area) in Square Feet 10 20 30 ' 40 50 60 -.1.40 . -1.29 -1.23 -1.19 -1.15 -1.13 15 • -50.9 • -47.5 -45.5 • -44.1 -43.0 ' -42.1 20 -53.9 -50.3 -48.2 -46.7 -45.5 -44.5 25 ' '-56.3 • -52.5 -50.3 -48.7 -47.5 -46.5 30 -58.7 -54.8 -52.4 -50.8 -49.5 -48.5 40 -62.3 -58.1 . -55.7 -53.9. -52.6• -51.5. 50 • -65.3 -60.9 . -58.3 -56.5 -55..1. 53.9 60 -67.7 -63.1 -60.5 -58.6 -57.1 -55.9 , Length of End Zone (a): 10% -of least •horizontal dimension or .4 h, whichever is smaller but not less than 4% of (east horizontal dimension or 3 ft. (h = mean roof height in fit' NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF. .•• • • • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (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. mis m idad e.gov/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 County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami–Dade County Product Control Section (In Miami–Dade County) and/or the AHJ (in areas other than Miami–Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing ndtjie AHJ may immediately revoke, modify, or suspend the use of such product or materia within their jtftsdictioit. RER reserves the right to revoke this acceptance, if it is determined by Miami–Dad8 tottnty Ptbbliact control ' . Section that this product or material fails to meet the requirements of the applicable Mifd•ing code. This product is approved as described herein, and has been designed to comply �vilt ..tte Florjch J3uilding• • • • Code including the High Velocity Hurricane Zone.- . £. IP ON:. cries "SH -700" Atuminu�ingl ung Window – L.M.I, • • ,-. . • • • APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung ' innw, Impact"; sheets 1 • • . through 11 of I1, dated 09/01/05, with revision F dated 05/05/16 prepared bynailufacturer, signed ani„ sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product CQnt rol.Revisiali% MT with . the Notice of Acce tante number and expiration date by the Miami Dade County Aloha Contiwl Section. • T. • • 5S IMPACT RATING: Lam d Small Missile Impact Res�'s�anf.�= LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.08 and consists of this page I 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. •• MIAMFDADE COUNTY APPROVED 02149 NOA No,.16-0714.06 Expiration Date: March 2 021 Approval Date: August 18, 2 i 6 Pa 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 manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC slidiilg?leo door, a PVC fixed window and an aluminum sliding glass door, us1n : Kodispab8'4SG TPS• •: • spacer system, Duraseal® spacer system, Super Spacer® NX • • •,§vacer systemiand XL • • EdgeTM spacer system at insulated glass, prepared by Fenestrati& Testing Laboratoi{y, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTId 370, dated •11/16/11,''•: 06/07/16 and 06/02/16 respectively, all signed and sealed by Id'hfmis Ortega,•P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9d . • •' • 2) Uniform Static Air Pressure Test, Loading p F1C TASr 2b2-94 • 3) Water Resistance Test, per FBC, TAS 202:94' : • ..4) Large Missile Impact Test per FBC, TAS ?01;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 NDA 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc,.Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 0$/11)05, bot rsigried 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'-9$• •:. • • ..4) Small Missile Impact Test per FBC, TAS 201'94 •' • • 5) Cyclic Wind Pressure Loading per FBC, T.AS•203-94.' • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 2d2-94 . . along with marked -up drawings and installation diagram of an•aiuminunr 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) �P Product Control x iner Manuel P� .E. 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. (Submitted under previous NOA No. 15-0519.08) 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 01/.1.914, expi'rtri'g on 05/21/16. "' • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amo icli, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15,.expirkng oxl4'} 1/16. • F. STATEMENTS .... .... . . . 1. Statement letter of conformance, complying with FBC-5th Edi p,t2014),.elgted 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 niAtiuft cturef, signed and sealed byA.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 "51-1-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. —.. Manuel Pe ez, E. Product Control am er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 JR GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) (5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090' KURARAY BUTACITE .PVB (BY KURARAY AMERICA INC.) OR .090' SAFLEX-PVB INTERLAYER (BY EAST MAN L.HORT AL L:UMF'ANY) 6.5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE 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) 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. 7/18" 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" LAMA IG: (1) LITE OF /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" LAM 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) 1.13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' KURARAY BUTACITETPVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI 10: (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 10: (1) UTE 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 10: (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 BUTACITEBY 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) 2. CONFIGURATIONS: "0)1" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 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-4846, FTL-4647, FTL-4648, FTL-4649. FTL-4850, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL STANDARDS USED: •2014 FLORIDA BUILDING CODE (F8C), 8TH EDITION •ASTM 81300-09 •ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION 'ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS 511701. • • • • • • • • • • • • • 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFIIHE FLSRIDA•BUILDDIG $ODEA CLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • •• ••• ••••• •• •• • ••• 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G -L) ARE ALLOWED. 060.5/18 ares F ADDED SPACERS TO SHEET 2. Lislo a,hL.,c Rowdily: 0 F.IC WI/05 OWN 2/23,07 • ••• • • • • • • or • • 1070 TECHNOLOGY COVE N. VENICE, FL 3429.. P.O. 80X 1526 NOKOMIS. FL S4274 • • • • • • • �� NERAls MOTE. • LUM. S1IVGLE6HUNG WINDOW, IMPACT Better 4WYW Salk at"• k•NeaY 3/000 NTS 1 r 11 4040-20 ••• • • F NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS... ......... ..-4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying with Aha FMB& Building Code Amylase" No (6-a ra Date •.cmv MyiLA e Product Cook • . 06 \�, 111111117r1�•, .2.ir is • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ■ d 112" NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STFjENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT/TRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS 89.81 or 82) 1 •$ 71-74 1I 1/2" NOM. GLASS BITE 44) Past A Description Material 71 KommedIng 4S0 TPS Spacer System See this Sheet for Matellala 72 Quarles Super Spacer nXT with Hot Melt Butyl 73 Quanex Dutaseal Spacer 74 Cardinal )IL Edge Spacer 8968 &8970 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS (3,84 or 85) O ® fratdr1/TN071 GLASS BIT E 1/8" ANNEALED OR HEAT STRENGTHENED GLASS �.090PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/18" NOM. G] EXTERIOR INTERIOREE> (ALL SECTIONS) KURARAY BUTACITE• PVB INTERLAYER or SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/18" ANNEALED OR HEAT STRENGTHENED GLASS ~.090 PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (86,87,88 or 90 13/16" LAMI IG GLASS W/ 7/16" LAMI €9,90 or 9) STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS .01 nary: SILICONE HOT4/ELT BUTYL STRUCTURAL SILICONE FOAM WTH DESICCANT KODISPACE 4SG TPS c6VMMr8 Oft w.rrF ..• R,rr 1/4" NOM. EXT. GLASS 3118' NOM BUTYL 8 DESICCANT FOAM EXT. GLASS INT. GLASS /// INT. GLASS 6-,) SUPER SPACER®NXT11" behe Vomals FJC • ATB coasaelig J.J. � 7 ALUMINUM REINFORCEMENT 6/18' NOM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL • • ••EX► GLASS • • • . • •• •• . • •• •• • • I `• • / INT. GLASS XL EDGE."' SPACE• • • • • • • :GC,A21NVDETSIl.+V RIF ALUM. gilbLEtIUNG WINDOW, IMPACT DESICCANT FILL AREA 5/16 NOM SILICONE SEAL A4T.09 • • • 73 DURASEAL® SPACER ••• • • • 1070 TECHNOLOGY DRIVE N. VENC .FL342•4 • • • P.O. BOX 16P) NOICOWS.9.84214 Visa* getter NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/18' WfrH NO CHANGE IN DESIGN PRESSURE. PRODUCTREVISED es complying will the Plaids Building Accepp1a c No l - O 14-.04, Hs Date !7-11.w/-,912.1 By v/ • Miami ado Product 8H7a0 Isla •"• Full 2 + 11404020 11 II i 111, $.l PIN A. LYNN MILLER, P.E. FL P.E.# 58705 /. •i7 • • • • ••. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS TABLE 1. WINDOW HEIGHT WIDTH GLASS TYPE66" 88" 70" 1 [o` `( jjB,M O L-80,0. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 A,B,M l 72" 74" 76" +80.0 60" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -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 -79.8 +78.2 -78.2 +78.9 78.9 +75.4 -75.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 618" 8S" 72" 74" 78" 45" 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 -7Q.0 +70.0 -70.0 59" A,B,M +80.o -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +88.8 -88.8 +67.6 -67.6 53 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -88.0 +66.7 -66.7 +65.6 65.5 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 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH 53 1/8" TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) GLASS TYPE D,E,F,J,K,L4A 17 1/8" 22 11/16" 28 3/16" • 33 3/4" 39 5/16" 4413/16" 60 3/8" 66 16/16" +80.0 -80.0 +60.01 -80.0 +eo.ol -so.o +80.0 J -80.0 +70.0 1 -70.0 +70.0 1 -70.0 +70.0 -70.0 +70.01 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. 9/18" LAMI - (1/8"A,.090,1/8"A) F11-4847, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4847, 4848 C. 6/16" LAMI - (1/8"HS,.090,1/8"HS) FR -4847, 4648 D. 7/16" LAMI - (3/18"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16' LAMI - (3/18"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.080, 3/16"HS) FR. -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, AR SPACE, 5/16" LAMI - (1/8"A,.090,1/8'HS) FTL-4646 L 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/811S) FTL-4646 J. 13/16' LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16'A) FTL-4849, 4850 K. 13/16' LAMI 10 - 1/8" T, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4850, 4958 L. 13116" LAMI IG -1/6" T, AIR SPACE, 7/16' LAMI - (3/16"HS,.090, 3/16"HS) Fri. -4.348• ••• • • • • • •• (M. 13/16' LAMI IG -1/rA, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5083 - • • 1 W HT. I "0" MEETING RAIL "O' MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSUSEZE +64104PSF OIiLOAAR AS/SH )WV IN.THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY • • • •• • • • • • • • - Row* 00c R"MM•e 31, Rose$10 080 Rebar OYwnyc 'Dade OrMM. D"•.' F.K 9/1,05 J.J. 2129107 1070 TECHNOLOGY344 N. VENICE, FL 3/2'� • P.O. BOX 1529 NOKOMIS, R 54274 �T. MINUS SASH HT. SsqH --1 14s/bly Better :QG6/GN P1tS'k 4 ES - • • ALUM. S900LE HUNG WINDOW, IMPACT WYI,e •Me •,rt 00000 R"e 81/700 NTS 3 + 11 4040-20 F PRODUCT R&ViSOD MA CSw18 fie PMrida Acc.P10ooe N, IC,.0 14.4 km Dile .G73;v . e, •0 0 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GED WIDTH DTH A SEE DLO TABLE 78" awry. 76" MAX. FLANGED ( (FLANGED HEI HT HEI TABLETABLEX I NOTE 4 I I STE DLO ABLE DETAIL B VIEW (STANDARD SASH) DETAIL C RADIUS TOP (STANDARD SASH) E� SEE DLO TABLE 75" MAX. I.F. HEI 1 75" MAX. I.F. HEIGHT SEE DLO _ TABLE76' __ FLANGEDI I' I ILLANGED HEI HTHEI HT SEE DLO TABLE 8 DETAIL D VIEW (CUSTOM SASH) 20" SASH HEIGHT SEE DLO TABLE NOTES: 1. SEE SHEET 6 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. DETAIL E RADIUS TOP (CUSTOM,SASK) . • • • • • • • • • • • • • • • • • • • • • ••• ••• •• • • • •• Radar Dew ow.mr* Aft A. ..aft or.AH Ons•rc FJG /05 Rokbne J.J. 2/23/07 • 4070 TECHNOLOGY DINE N. VENICE. FL WV • P.O. BQX 1620 NC(ONIS. FL 34.274 • ••• • • • • • • • • •-• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • i+-2.784'-- 1 INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,1) MAK FIXED LITE DAYLIGHT OPENING 7,8 OR 17 2.710' OUTSIDE MAX FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS MAX HEIGHT OUTSIDE HIGH SILL MAX VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD JAMB I.F. FRAME OUTSIDE OUTSID,, 2.710' 2.330' (LOW SILL) SEE NOTE ABOVE 2.846" (HIGH SILL) Rawl 04 ar" SECTION B -B (LOW SILL SHOWN) samar ULTRALIFT ONLY •• • • • • • • • • • • • • • ••• • • • • •• • • • •• ULTRAUFT ONLY OAK RIM Railme W V5 awarder as EMIc 2/23/07 ALTERNATE HISH SILL• • • • • • • • usr 1070 TECHNOLOGY DRME N. VENICE. FL 94270) • P.O. BOX 1628 NOKOMIS, FL 94274 01.11--1111: Visibly Better PRODUCT REVISED ,e complying with the Florida Building Code 16-AccoMasal No0 • .-..., Dale /FTj2;y/.,Q.�I 1.16. ,.. .i By 11 Neal SECTION C -C RADIUS TOP '1 • 1WEAD DETAIL - FLANGED VERSION) ;' s • • • fEETION9 • • AtUM. AIME RUNG WINDOW, IMPACT �4r< &ft Air! s7noo Half 5 r 11 s.p,w 4040-20 F 1/111!11 A. LYNN MILLER, P.E. FL P.E.# 58705 u. • • • ••• • r • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R9N DWG'? DESCRIPTION POW/ 4002A' FLANGE FRAME HEAD 812225 2 1155 #8 X 1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 812227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 6B", OR 11/16" 10 1080 BALANCE COKER, 318" OR 5/8" 6BALCVR916 11 #8 X .750 PH. PN. SMS 7834M 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1088 SASH TOP GUIDE 42504 15 #8X1 PHILLIPS FLAT HEADS.STL 78X1FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR870 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. P11. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED 'MEETING RAIL 84054C 23 4008C SASH TOP RAL 64006 26 1235 WSTP.„170 X 270 BACK, FIN SEAL 673180 28 1096 SWEEP LATCH 71098 27 1018 #8 X.625 PH. FL. SMS 7658 28 4007 SASH BOTTOM RAL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAL 612231 34 1288 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25/64" X 1” 71622K 36 1052 LAW IG SETTING BLOCK 1"X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 5/16 LAM GLASS. 84039B 42 4044B GLAZING BEAD, 5/16 LAM V DRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 46 9860 GLAZING BEAD, 7/16" LAM WGRILL KIT 6985 48 4087 GLAZING BEAD, 13/16" LAM I.G. 84067 47 4071A FRAM=, I.F. HEA) 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAM=, I.F. HIGH SILL 64073 50 4074B FRAME. I.F. JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. 8 VER.) 81014 56 1630 SCREEN CORNER KEYIMRINGS 71830 57 1831 SCREEN CORNER KEYIMOUTRINGS 71831 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 618241( DOC Roaboc Oak Rowdily DOR aniboc Own RA FJC Doc 91105 tasalot d.L REIN DWGJ/ DESCRIPTION POTS 60 1635 SCREEN SPLINE - .135 DIA HARD 618351( 61 SCREEN CLOTH 61818 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/18 LAM 628V1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 84050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM. (1/8"A.090 PVB,1/8%) 81 B. GLASS, 6/16" LAM1, (1/8"A.090 PVB,1/8"HS) .82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PVB,1/81HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LMA, (1/8 A.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAN, (1/8"HS,.090 PVB,1M"HS) 88 G. GLASS,13/16" LAM! 1(3;1/87, AR SPACE, 5/16" LAKY, (1/8"A,.090 PV13,1I13"A) 87 H. GLASS,13/16" LAM IG; 1/87, AR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAM 13;1/87, AR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/811S) 89 J. GLASS,13/16" LAM IG; 1/87, AR SPACE, 7/16" LAW, (3/16"A.090 PVB,3/16 4) 90 K. GLASS,13/16" LAM 10;1/87, AIR SPACE, 7/16" LAM, (3116"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAM 1G; 1/87, AR SPACE, 7/18" LAW, (3/18"HS,.090 PVB,3/181iS) 92 M. GLASS,13/16" LAM IG; 1/8"A AR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) •• ••• • • • • • • • •• ••• • •• • • • 1o7OTECHNOIOOy ROVE N. VENICE. R3t2j• P.O. BOX 1529 NORMS. R 34274 F.784 A .062 1.:30 CIFRAME, I.F. HEAD #4071A, 6063-T6 • .082 NOM THICKNESS r� 4. 71 •• • • •• • • • 0 FRAME, .F. LOW SILL #4072A, 6063-T6 PRODUCT REVISED u complying wil9N• WMi & Soildip Code Acceptance No • 0 I4.0 L•a.. De •i-�QD21 By 11.1 Mian! t• de Pmduct C0111101 • ()FRAME, I.F. JAMB FRAME, .F. HIGH SILL #40746, 6063-T6 • • 4'7M 6063-T6 • • • • (USED AS RADIUS TOP HEAD) • • • 'Piffle LIST • • %ALUM. SlAGLE ?LNG WINDOW, IMPACT Viet* Barer 8/1700 NTS ••-• • • • • H• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Clot 6 M 11 OgrOoRb4040-20 Roc F Imo--X2.784---�{ TI 1.383 �- .082 1 FLANGE FRAME HEAD #4002A, 6063-T6 -1.749 2.710 6 FLANGE FRAME JAMB #4004, 6083-T5 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4054A,6063HD-T6® 2.830 .062 I--2.784 2.330 J O FLANGE FRAME SILL (LoW) #4003C, 6063-T6 .062 .490 k -1.451-I T OSASH STOP #4026,6083-T5 r--2.279—+{ 1.707 .062 23 SASH TOP RAIL #4006C.6063HS-T6 I "-- 2.784 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 5.a Das Dalta Daft H,n5 ilaskkoc •01..e aw"se J.J. � 7 I-1.513-.1 738 .040 I 17 SASH STOP COVER #4053,8083-T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME I I L(. VIEW D -D VIEW E -E 1M & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) SASH BOTTOM RAIL(LOW) #4007, 6083-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6083-T5 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.0. SOX 1528 NOKOMIS, FL 94274 -� 1.165 1 31 SASH S DE RAIL #4008, 6063-T5 1 IC .676 1.o98 -1 --HT T O GLAZING BEAD 7/16" #4222,6083-T5 • • • • • -•--•- • ••.050 •••.78• • • • •1.11�w{ . •• • ,CD GLAZING BE•AD,7/160 • #985C, 6063-T6 • • • (USED W/ GRILL KIT) • • • Visibly Better FL, 050 878 1.096_1- 0 GLAZING BEAD, 5/16" #40398,6063-T5 .0508 1.096-1 �—►I J GLAZING BEAD, 5/16" #40446,6083-T5 (USED W/ GRILL KIT) .683 0501 •1r` T 1.097 GLAZING BEAD, 13/16" IG • #4067.6063-T5 kXlRCSIONS & FZ AMECORNER DETAIL ahthMi SAIG•LE MUN& VgINDOW, IMPACT • Halt"; 81900 *ado W. 7." 4040-20 F rRonuCT REVISED 8hliwit rCOd0 , raldx Accept/me 14o •••-O 1 p(pp EtOin, By Miami ••• • • • • • • • • • • • • • • • • • • 66. • • • • • • . . • • 1 • • ••• .• •• ANCHOR QUANTITIES SUBSTRATE: ` ANCHOR TYPE: Z FOR 111 FLANGED WINDOWS TABLE 5. '..‘ WINDOW HEJ 28.603 34.603 (0663) 46.603 52.603 s' 58.603 84.603 76.000 D flONO•-OniONO.-OZONE—,SpONO,-ONO 0 U 0 U D 0 U 0 U D 0 U r c' \ D 0 0 0 0 D v a NOgNO-Ot3OgNO-'OniON0-0 0 V 0 U D 3 0 0 0 0 D 0 0 0 U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,KL 1 112 1 111 1 1[i 11 112 111 11[22(2 1 112 1 212 1 1 1 212 1 212 1 212 1 212 1 212 1 212 1 .21-2-21-2- 1 1 212 1 212 1 212 1 212 1 213 1 212 1 313 SBM 1 112 1 111 1 111 1 112 1 111 1 112 1 2r2 1 112 1 212 1 212 1 212 1 21 2 1 2[2 1 212 1 212 1 2I 2 1 212 1 2I 2 1 212 1 2I 2 1 212 1 213 1 2(2 1 313 24.000 C,D,E,F,G, H,LJ,KL 1 112 1 111 1 112 1 112 1 112 1 112 1 212 1 112 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 213 1 212 1 212 1 213 1 2j2 1 2r3 1 3[3 1 212 1 31-3 q B, M 1 112 1 .11 1. 1 112 1 112 1 112 1 112 1 212 1 112 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 213 1 212 1 212 1 2 r3 1 212 1 213 1 3 (3 1 212 1 313- C,D,E,F,G, H,I,J,K,L 1 112 1 112 1 21-2 1 213 1 112 1 212 1 213 1 112 1 213 1 2 3 1 212 1 213 1 213 1 212 1 213 2 313 1 2[2 1 3(3 2 314 1 312 1 313 2 314 1 313 1 414 ABM 1 1[2 1 112 1 212 1 213 1 112 1 212 1 213 1 112 1. 213 1 213 1 212 1 213 1 213 1 212 1 213 1 31-3 1 212 1 313 1 314 1 312 1 313 1 314 1 313 1 414 tt, C,D,E,F,G, H,I,J,K,L 1 212 1 112 1 212 1 213 1 112 1 213 2 213 1 2(2 1 21..! 2 213 1 2[2 2 213 2 2 3 1 21304,;3% 2 2 3 4 1 213 2 313 2 3(4 1 313 2 314 2 315 1 3-13- 2 4k /' B,M 1 212 1 112 1, 22 1, 23 1 112 1 213 2 2I3 1 21 e-1 t 21....213 2 1 212 2 2(3 2 213 1I.2. 213 213 2 314 1 213 2 313 2 314 1 313 2 314 2 3-5 1 313 2 414 40.000 PSF 79 U C,D,E,F,G, H,I,J,K,L 2 2 1(2 2 212 2 213 2 212 2 213 2 2F3 22 212 213 2 213 2 213 2 2r3 2 214 2 213 2 313 2 314 2 213 2 3(4 2 315 2 313 2 314 2 415 2 313 2 4[4 2 2 A B,M 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 2 213 2 314 2 3[5 2 313 2 314 2 415 2 313 2 414 -2T-2 44.000 PSF 79 C,D,E,F,G, H,LJ,KL 2 2 212 2 212 2 2(3 2 212 2 213 2 213 2 212 2 313 2 214 2 213 2 313 2 314 22 21r3 3(3 2 314 2 213 2 314 2 315 2 313 2 314 2 41.5..314 2 2 416 2 2 AB'M 2 2 .2_ _• _2. .?. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2-12- 212 212 213 212 213 213 2I2 3[3 214 213 313 314 2(3 313 314 213 314 315 313 314 415 314 415 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 -2-11 212 -21-i 213 212 213 314 213 313 314 213 314 i[4 2 3 314 3[5 313 314 315 313 415 416 314 515 AB,M 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2. 2 —21i 212 —2-1-2- 213 212 213 314 213 313 314 213 314 314 213 314 3,18513+4311 315.313 415 416 314 515 53.125 PSF 72 79 79 • : • • • • • . : • • • C,D,E,F,G, H,I,J,K,L 2 2 2 2 212 2 2 2 2 -2-1-1 2 212 2 213 2 314 2 213 2 314 2 314 2 213 2 314 3 314 2 313 2 314 3 315 i 2 ''. 0'4'14.44; 3 1 3t4 •3 i %14 •I . 4t6 •2 41 2;41.51 3 516 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 1f 3 ABM —212- 212 —21i 213 212-213 3[4 2(3 314 314 213 314 314 313 314,13181,--A3 414 415 313 415 418 314 415 By Arm la,e Osic ora: t»aa� oma the F.IG Oak •• As tt.mar 7 J.J.comday aaer 1 2/2307 1070 TECHNOLOGY ORNE N. VENICE. FL 34275 PA. BOX 1529 NOKOMIS. R 34274 • • Ws/61y Bauer ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPC�c r 1/4" EL 1 CRETE -FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 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 LIMITED) HEAD JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAIL vAA16I4OItAGE SPJCIN4 1/1 WINDOWS ;g1.IJM.•9IN�Llr %IUI83 WINDOW, IMPACT 8 • 11 ��4040.20 Orlaselskt 8H700 rr.• • NTS PRODUCT REVISED m complying with tho 'Florida Ac Code 1 Data • 1 !!llj, 141'i.ln(y , 11: F •• • • • • ••• • • • • • • • • • •• • •• •• • • • • • ••• • • • • • . • . • • . • • ••• 0• • 0• ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHORTYP\0 0 O o O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O WINDOW wpm GLASS TYPE "(54V N> z <-) Zt)OQ 0 Z—Z4oO N U (../ $ Z—Z 0 0 5 Z—Z4hO 0 0 Z 0 ZO 0 rn z 00 Z4o0 Z 0 Z 0 coOQ4V S z 0 z 0 C,D,E,F,G, H,I,J,K,L 11 ..111 111 1 111 1 212 1 2(1 1 212 1 212 1 21..1 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 2(2 1 212 1 3•12 1 2(2 1 3(2 1 312 1 2(2 1 3(2 19.125 A,B,M 1 1'1 1 111 1 1(1 1 212 1 211 1 2(2 1 212 1 211 1 2(2 1 2(2 1 212 11 21.2 212 1 2(2 1 212 1 212 1 2(2 1 212 1 312 1 212 1 312 1 312 1 212 1 312 PSF 79 24.000 C,D,E,F,G, 14,I,J,K,1- 1 1 1 1 111 1 111 1 2(2 1 111 1 2(2 1 2(2 1 212 1 212 1 212 1 2(2 1 2(2 1 212 1 2(2 1 3(2 1 312 1 212 1 312 1 3(2 1 212 1 312 1 312 1 212 1 312 A,B,M 1 11 111 111 2r2 111 212 212 212 212 212 212 212 2(2 2(2...312 312 2(2 312 312 212 312 312 212 312 PSF 68 77 32.000 C,D,E,F,G, H,I,J.K.L 1 .7q71 1 -1-1T 1 . 1 1 212 1 212 1 2r2 1 213 1 212-212 1 2 3(3 1 212 1 3j3 2 313 1 312 1 313 1 313 1 212 1 313 11 413 312 1 413 1 413 1 312 1 413 AB,M 11 1 1111 1 TR 1 212 1 2(2 1 212 1 213 1 212 1 212 2 313 1 212 1 313 2 31.3731i 1 1 313-313 1 1 212 1 313 1 413 1 312 1 413 1 413 1 312 1 413 PSF 59 67 79 37.000 C,D,E,F,G, H,IJK,L 1 1 1 1 11-1 1 --I-Fri-p- 2 1 212 1 212 2 2(3 1 2(2 2 213 2 243 1 212 2 313 2 3-13 1 313 2 413 2 31-3 1 312 2 313 2 4(331241.3414 1 2 2 1 312413 2 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 111 1 1 2 2 212 212 213. 212 213 3(3 212 3(3 313 313 413 313 312 313 413 312 413 414 31..2 413 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,1,1,K,L 1 1 1 1 -ill 2 2 21-2 212 213 212 313 313 212 313 413 313 4(3 313 313 413 414 313 413 4(43135(3 A,8 M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 T17111 212 212 213 212 313 313 2(2 313 4(3 3(3 413 3(3 313 4(3 414 313 413 414 313 513 PSF 49 79 56 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 2 2 2 2 2 2 44.000 H,I,J,K,L 111 111 111 212 212 2 2 313 212 313 314 213 313 414 313 413 414 313 413 414 313 413 414 313 514 A,B,M 2 71-1-71 2 1 1 2 1F 2 Ili 2 212 2 --2Ti- 2 313 2 212 2 313 2 314 2 213 2 313 2 4 14 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 413 2 4(4 2 313 2 -5-14 514 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 14,1,J,K,L 1111111222(2 212 313 212 3(3 314 313 313 414 313 414 4(4 313 414 414 413 514 414 413 514 A,B,M22 2 2 2 2 2 3 _. 2 2 3 2 2 3 2 ..2 111 111 111 22 212 2 2 3 212.313 3(4 _ 313 ...2... 3(3 . 414 _2 3(3 414 ._... 41.113111414 . ,41-i- 41 s . 413 514 . 414 413 514 PSF 41 67 46 67 76 79 • • •r . •• •• • • •• • 53.125 C,D,E,F,G, H.LJ.K,L 2 11-111112221222333(33134(43134(4 2 2 2 2 2 3 2 2 3 2 3 3 414 2 313 3 414 3• 104 2 ••3 3113ri14y 4 •3• 5Iw5 l'55ifec,P(435(4 . 3�.3 , • 2 3 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 •3 • •2 3 111 111 111 2 2 212 11-2-2T1 313 313 414 313 414 4(4 313 414 414 313 414 514 413 514 514 413 514 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 8' MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOW ITAIJCI7,ED 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 IDP LMITED) 117 HEAD 3 JAMB ABOVE 31 MTG. RAIL JANE BELOW MTG. RAL (FULL DPI HEAD 2 JAMB ABOVE 2 ( 2 MTG. RAIL JAMB BELOW MTG. RAIL 114441151 Ads RMCBN Rw•bee Rabble Daft 0111101* 7/18fib 22307 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BDX 1529 NOKOMIS. FL 34274 • y013AGE SPACING, STANDARD VIEW • .lipNCUl�l. 9/N& LEJ�UI i WINDOW, IMPACT Vtrrdy Berter 15700 • Nf9 9• p•11 se 4040-20 F PRODUCT REVISED as coroidyURg with w Psora. Building Code ANI•DIC% Dam . 137 - 4021 ByAAA Meal A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • • • ••• •• • • • • • ••• • • • ••• • • •• •• • • • • • • • • • ••• •• •• ANCHOR QUANTITIES SUBSTRATE: \ ANCHORTYPE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.688 28.211 33.754 39.298 44.839 50.382 65.925 a Np"6-6aQ°" 3 0 0 U 0 0 3 0 0 '-OasNO-ONpNO-ONsNO'�O 0 o 0 00 0 0 3 0 0 0 0 0 0 0 0 0 o �QNO—OaQL�O—OL�ts-6—g 3 0 0 0 0 0 Ti 0 0 0 0 0 3 0 0 0 0 WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K.L 1 1_ 1 1....._.1 1 1 ...2 1 2.2 1 1 2 1 2.. 1 2 1 -2.......2 1 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 .._3 1 3..._3... 1 24.000 D,E,F,J, K.1. 1 1 1 1 1 __'_ 1 2 1 2 1 2 1 _2....Z... 1 1 2 1 2 1 2 1 3 1 3 1 1 . 1 3 1 ...2.... 1 3 1 3 1 3 1 3 1 3 1 3 1 4 � 32'""' D,E,F,J, K,L 1 '- 1 1...._.1.-2 1 1 1 2 1 2 2 ...3 1 Z...3 1 2 3 1 3 1 3.. 1 3 1 2_3....4 1 1 1 3 1 4 1 4 1 3 1 4 1 ..5_.._3.._5_. 1 1 37.000 PSF 3 37.000 79 79 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 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 2 2 40.000 PSF 79 79 79 79 2'1 2 1 2 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 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 2 3 3 44.000 PSF 79 2 1 78 79 2 77 79 2 79 3 1 79 3 4 3 3 D,E,F.J, K,L 2 1 2 1 2 2 2 2 2 2 2 3 2 2 4 2 4 2 4 2 4 ..._.3_. 22 5 2 4 2 ... 3 2 5 ..._5 2 2 4 ..__5 2 2 2 4 2 6 1 2 2 3 3 48.000 PSF 78 79 70 79 79 71 79 53.125 73 76 58 66 72 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 32 4 .-4 2 4 2 5_ 2 4 2 5 3 5 2 4 2 6....5.....4.. 3 2 2 _.6....8 3 2 .5 2 -6 1 1 1 2 2 2 3 3 3 53.125 PSF--71 79 83 71 79 64 74 68 77 69 89 D,E,F,J, K.L 2 2 2 2 2 2 3 2 2 3 3 4 2 4 3 4 3 5 2 4 3 5 3 8 2 5 3 3 8 2 5 3 7 3' 6 2 6 3 7 1 1 1 2 2 2 3 3 6 ANCHOR QUANTITIES SUBSTRATE. AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.7778 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE:-, \ rQN1'82ONY_Ut,O,y,_2mONZ "* Z 8 8`.1 8 U9?,,y_22„2'.2CON2-2ON2 8”` 8 8 8 8`4$ 8 8" 8 88 wNDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 22 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2` 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 1 4 40.000 74 2'1 2 1 2 2 2 2 3 2 1 3 3 1 2 1 3 3 1 3 1 3 4 I a.l 3., 4 J 3 1 4 .4 3 4 44.0002 68 1 • • i •• •• • •• 2 1 2 2 2 2 3 2 3 3 1 3 1 3 4 3 3 4 t6J 4•i5•'s E4i 1 C3:1 4 48.0002 63 72 79•• ••i • • • . • �•• • 2 2 2 2 2 3 2 1 3 4 3 3 4 j 3 4 4 1 3 4 5 3 1.4 1 •54 4,1.4 53.125 73 58 66 72 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 5 5 1 3 1 5 Det Deet IYrtl1, F.K. 7/29/05 xmlideas •,ate *Med fts J.J. 1070 TECHNOLOGY DRIVE N. VOMOE. FL 34275 PA. BOX 1529 NOKOMIS. FL 34274 • VislOy Fetter ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 612 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -181/2" MAX. FROM CORNERS JAMBS -171/2" 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. B. 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 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DAP) HEAD JAMB ABOVE MTG. RAIL 112. 2 2 2 4 TABLE 8. KEY: MAX PSF (DP umn ED) JAMB BELOW WG. RAL fFULL DP) JAMB BELOW MTG. RAIL • 94NCF1OIA4GE SPACNJ, CUSTOM VIEW ••S4WAA.,SINGLG FIUAP WINDOW, IMPACT Dcr•,a 4040-20 tum • 4r NTS •ec • 10 +11 112 2 2 Fere F PRODUCT REVISED +1 complying with a• Pk kI de Building D(c )S -4 Y( Miami , e ProA,cl •. 2 ••• • • • • • • • •••• • • ••• • ••••• •••• • • • • • • .••• • • ••• •• •• 1-3/4' MN. EDGE 3.35 KSI MIN. CONCRETE N. OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 4) .. a 1 3/8" MIN., 1/4" TAPCON • .43/4" MIN., 1/4" CRETE -FLEX 1/4' MAX SHIM at Dake Die 9/1/05 ETAIL A HIM WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 4 1-3/4' MIN EDGE CONCRETE ANCHOR, `I61FH BELOW MEETING 4... 14, RAIL (SEE NOTE 1 & 3) 111,1 1 3/8" 1/4' MAX SHIM—►(MIN 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU • 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 4) T3 AIL C 2-1/2" EMBEDMENT .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. RaidelIC Ratirne 4•sdnal• J.J. 1" MIN. EDGE 13/8" MIN. _L 1/4" MAX SHIM 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 (G6) 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 8083-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 DETAB-S 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. 8. 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, EDmON. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ore 2/28477 1/4" MAX SHIM DETAIL F, (HEAD) 1/4" MAX. SHIM WOOD FRAME 2-1/2" EM 6/8" MIN. EDGE 5/8" MIN. EDGE .131" DIA. MIN. x 21/2" 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. ••• ••• • • • • • • •• •• • • • • • • 2-1/2" EMBEDMENT DETAIL E, (JAMB) • • • • TYPICAL INTEGRAL FIN ANCHORAGE 0 L1 IIIIIUIIIIIII�J�I 1/4" MAX. SHIM 5/8" MIN. EDGE WOOD FRAME • • DE•TIAII:G:(;I liLt) 1070 TECHNOLOGY DRIVE N. VENICE. FL 94275 P.O. BOX 1529 NOKOM IS, FL 34274 Hebb Better • AINGIAIRAGE DETA4.S ALVA 6/NGLLF• NU1110 W/NDOW, IMPACT• 3117001• ' 11 11100.0*. nye► Dimly No. pow 4040.20 F PRODUCT REVISED as eomplyisgwith Po Florida Building Code Acoeptauec No I U" gaitation Date -o Moe altde'Paoduet "... .44 A. LYNNILIVER, P.E. FL P.E.# 58705 • ••• • •• • • •• • • • •••• • ••• • ••• •• • • •. • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tha AHJ may immediately revoke, modify, or suspend the use of such product or material withip thpirrjurisd .t4en. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Predt Vontrol Section that this product or material fails to meet the requirements of the applicabld t taltitng code. • • This product is approved as described herein, and has been designed to comply fi ttte Florida' Buildin/ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Code, including the High Velocity Hurricane Zone.- • • •••• SC T : eves inne Extruded Aluminum Tube Mullion-.LM.I. • • • • • • • PROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aidmirhum Tubls'lvlttllions' , • sheets 1 through 25 of 25, prepared by manufacturer, dated 08/2FT y withrevision B ' • dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mimi-pade CQentyyProdu ,t Control Revision stamp with the Notice of Acceptance number and expiration* dam the,, Miaryi-Dad; 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 code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 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 /6 NOA No. 16-0218.0 Expiration Date: May 26, 2021 Approval Date: April 14 2016 / Page 1 • • t 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 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, T}AS.2Q3-94 • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 2029W.: •. along with marked -up drawings and installation diagrai of *clipped aluminum • mullions, prepared by Fenestration Testing Lab, Inc., Test. ort No..F'L-6443• • •: (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/Ue54.4; signed. and sealed by Marlin D. Brinson, P.E. • • • • ••• • (Submitted under NOA No. 10-0819.05) • • . • • • • • . . C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, winking with• V$C-2010• • • • and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15; signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue ez, P.E. Product Cont aminer NOA N i . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. 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 Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. '4)1' Manuel , P.E. Product Contr i. miner NOA No. , -0218.Q3 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 A THRU 0: SHEETS 2-3 OPENING WIDTH FOR VERTICAL MULL r_ / _� SEEDETARS A.D.G.H; SHEETS 2-3 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERT. ----- MULL LENGTH SEE DETAILS ATHRU 0; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 HORZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF LENGTH MULL I� OPENING HEIGHT !SEE DETAILS SHEETS 2-3 HORIZONTAL MULL LENGTH OPENING WDTH-1 IONS 1 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. )—HORIZ. MULL LENGTH -1 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 CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 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 (./180. 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 IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND 118 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. 8) 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-GATOR 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 UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MUL LENG VERT. MULL LENGTH SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAIL FROM FIGURE 1 ABOVE. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION •ANSIIAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100.071S2-2010 OPENING WIDTH FOR VERTICAL MULL OPENING WID FOR VPEERTICALTH MULL MULTIPLE MULLIONS GENERAL NOTES INSTRUCTIONS 1 ELEVATIONS.......... _.-. _. _......... _ _1 MULL TO 2X WOOD.._._._..........._2 MULL TO 1X & MA60NRY_...._._2 INSTALLATION NOTES._......_2 MULL TO MASONRY.._ 3 MULL TO STEEL STUD ..... ._._..... 3 MULL TO MULL 3 ALTERNATATE CLIPS.. 4 BAY MULL INSTALLATION.._._4 1 X 2 X.125 MULL SPECS._....... 5 1 X 2 X.375 MULL SPECS....... ..... _.6 1 X 2.75 X .376 MULL SPECS._7 1 X 2.76 X.85 MULL SPECS 8 1 X 3.125 X.500 MULL SPECS9 1 X 4 X .125 MULL SPECS.._..._10 1 X 4 X .376 TUBE MULL SPECS11 1 X 4 X .976 T MULL SPECS...._11 1.25 X 3.188 X .285 MULL SPECS12 1.26 X 325 X .100 MULL SPECS__ 13 1.25 X 3.25 X .624 MULL SPECS14 1.25 X 3.94 X.824 MULL SPECS15 2 X 4 X 26 MULL SPECS 16 2 X 6 X 25 MULL SPECS 17 1.28 X 2.11 X.125 MULL SPECS18 30' X 3.25 BAY MULL SPECS...._19 45• X 3.25 BAY MULL SPECS..___ 20 MULLION &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 "TRIANGULAR/TRAPEZOIDAL*. 4) FIND THE CHOSEN MULLION'S 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 MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY ILBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 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 TRANSFERR� �O THE SUBSTRATE • BY T THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (I:8S) TABLE ;1N 14g :Am: SI EI ANiUS4IG YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIPOATTERI NAY•4PFJL` )sSEII C-6411 NCFFIIQR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • •• ••• •• • • • •• 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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 PRESSURL•RATIAG (LBS/FT•) FIR TME RENESTRATIIN PAODgICT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED F•OR THEtIULLI N SY'TEM A H PLOWER OF • HE4TWSHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT • : 9) HIGHLIGHT OPTION USEDAtli jAB.—*LUES C eCIFICAP4I AT *HEN USING THIS NOA TO APPLY FOR A PERMIT. re O M (0 CO CO 0 J Z 0) N 8O O z O re 112 PRODUCT REVISED as complying with We FI0d& Building Code Acceptance No FL P. 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 4141 0 • • • • • • • • 0410 • • • 000 • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULUON EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-168 .2E0' MAX FOR ALL MULLIONS EMBEDMENT FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR PER SUBSTRATE, SEE TABLES 113.168 EDGE/END DISTANCE SEE TABLES 113-168 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 APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-168 EMBEDMENT •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • MW 2.7 KSI CONCRETE OR CMU FRONT VIEW • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18.186 EDGE DISTANCE, SEE SEE TABLES 18.168 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. 6 N y, 5 x m O d) TO 1 11.1 W 0 CO J 2 iz Z rn N a O $$„O z Y <n O .o PRODUCT REVISED os complying with tho Florida Building Code Acceptance No Ex. nation Dote \`\1111111 NN/ \"\o��l LYNN M,/ll, ` �•lt ..-\\CENSE .F• * : No. 58705 •aNl6:iL_ �.l S17; EOF • �� CC FLOti\OP.•'�C9 '0-. A. L'S'NNNMILLE& Y.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION 1.EITHER 1TIE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B EDGE DISTANCE FORMASONRY ANCHORS EXTERIOR BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MN 2.7 KSI 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 18-138 EDGE _DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-138 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 MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW MULLION 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. VARIES - I LINTERSECTION U -CLP FRONT VIEW 812 STEEL SCREWS. SELF -DRILLING OR PRE -DRILL MULLION ANO USE SMS MULLION EXTERIOR 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 EDGE DISTANCE SEE TABLES 18.138 SIDE VIEW •• ••• • • • • •• • FRONT Vj W ••a • EXTERIOR • ••• • • • • • • • • • • • • • • • • •• • • ••• • ••• • • • • • _ Fectingo. STT{pS THINNER THAN I► 11603ATW GA O CIMM NT WITH THE FL BUILDING 2X BACKER MUST USED. • AT AECHMENT Y OTHERS. USE WOOD ANCHOR SPECS NOTES: • 1)(FOR 2X WOaD-liel(€D STEEL STUDS, WOOD ANCHOR VALUES WAY#E USED. • • EE ��•• • • 'SHEETS 5�1Q, ?OR 1 JAANTITY OFDING SCREBLES, WS. EDGE DISTANCE SEE TABLES 18-138 '-3 M CO 2 Z 1 01 N §o O 2 1 N O 42 do PRODUCT REVISED us complying with the Florida Building Code Acceptance No‘41.'Iw-L - 54plrer.. Date B,/iOt�.-2.:011110:, hlyi. Dade � .63 2021 \�t.Iltl,)s it \\\`( LYNN A//(/ .�� 0..•.arslsF '-.Fk k : No. 58705 g 16 : Lit, : 47: --SOF T FLOP -\0 -' C - R�'.. ..?C4 .,, `S/O\1M,- � 0. 'LYNNV14LE13, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 411100 • • • •2• • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E. SHEETS 2 AND 3 FOR NSTAUATION TO SPECIFIC SUBSTRATES. O O DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION 0 0 0 0 SIDE VIEW SHOWN WITH 1. X 4' X .125' MULLION STANDARD MULLION CUP MODIFIED TO FR FIELD CONDITIONS. MULLION EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X .125' MULLION. 2) SEE TABLES 1B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -14B STANDARD CUP TO BE MODIFIED IN-F1ELD. TOP VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-148 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30. OR 45' BAY MULL TOP VIEW TYP. ANCHOR 5APER SUBSTRATE, / SEE TABLES 16808 18B EXTERIOR 2'X5'X .125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL T X 5' ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL EXTERIOR INTO WOOD, STEEL. ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL ALUM, CMU OR MASONRY d -69 - yey EDGE DISTANCE PER VOR • • • • • • • • • • MITE* FOR INtTALLAWON OPTION G & H: O•• • • • • ••• • • • •• • j)ILISL• 2AAGLi C:PSP EIiMULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: -SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • • • • •d3DETIM. H: SEE TABLES 150 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • • • • •• L CAtIOlss. • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • (0 0 J 2 W m 7 z 0 a i N ylb 03 0 (0 0 U 7 z z 0 g IY a U) W 0 J 2 03 co O Z cn cn Q0 6e4 `1•1 2x PRCAUCT REVISED ns complying with tho Florida Building Code ��Q21$. Acceptance No - Expiration Date • k�U.•�;CENS! . • ;t �.� . t1o.55705 %a ti TE QP ''• . PLORGnP•• .�C\.- A. C P. AII458 P.E. FL 58700 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Mullion Capacity Table (Ibs1R3► 1 %2X.126 Alum. Mullion Anchor Cllp Patterns Opening Width (for veiScaly-9paMr2 mullions) or Opening He pht (for horizortey-8parnirg morons) 2.70 Candela Tube 500, 601n 7011 601 901n 1001 1201 1401n 3/11X Elm U10aca 1801, 88 Elan A5o4akr Rec4n99w Loading Tnp/rd*ng. Leading Red*ngu1r Ladn9 Trap/Nang. Leming Reclnper Leak* 10.7111eey Laing Reetn0101 Lading Trap/lderp. LoadO Rectangular Trap/Mang. R�r T .. Red r owing . Loading °def Loadng 2' 00 . t Rectangular oang arTM� 0.54' . p I 11 _ a1 il 11 _ fa Ziff 1-514' _ fa iifi 1.1/4" _ fa ii II _ la ii IIii F lai IIi faf II a li II � ii d II laf ii II la ii 11 a ii II la ii t II la ii IIl faI II ._a 1111 . _a li II1 _ a Mull Length I 421 111.9 400 120.6 332 03.2 408 116.6 325 79.9 406 107.6 321 69.9 408 104.4 319 62.1 400 104,0 319 65.9 408 104.0 310 411.6 400 104.0 319 30,9 408 104.0 310 380 406 104.0 319 481 74.9 312 83.6 256 62.4 312 73.4 252 63.5 312 67.0 248 49.6 312 63.2 240 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.6 312 01.0 244 23.4 312 61.0 244 210 50.626 In 63.0 261 70.6 234 65.2 281 61.5 228 40.6 281 65.7 224 39.9 281 52.1 222 35.6 201 50,1 220 31.9 281 49.3 219 26.5 281 49.3 219 22.8 261 49.3 210 20.0 201 40.3 041 52A 247 57.5 207 43.0 247 49.8 202 37.6 247 44.8 109 32.9 247 41.5 106 20.2 247 39.4 104 26.3 247 304 193 21.0 247 30.1 193 18.6 247 30.1 103 16.4 247 36.1 103 601 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 183 24.0 200 26.9 160 21.3 200 27.1 159 192 200 25.0 157 16.0 200 25.0 156 631 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 140 20.7 161 24.5 148 10.4 101 22.6 144 18.6 101 21.7 143 681n 29.6 185 30.8 142 24.0 166 26.1 139 20.6 185 23.1 138 10.0 165 21.0 134 72 In 22.2 139 23.3 120 10.5 139 19.9 118 15.0 130 17.6 116 781 15.0 125 19.7 100 16.7 126 16.8 107 7611 17.5 118 18.2 104 . unues*1. ivy en nln. TABLE 1B Anchor Capacity Table (lbs) Wad Meld Anchor Cllp Patterns 80501.16. 2.70 Candela 3.60 Caw. Holler CMU Feed CLW P7 An1yp16" Amber e: 1 ElcoUlacn VP Eke UOnan 5016' Eko104" uh. 3/11X Elm U10aca 174' Eke Ultram 88 Elan A5o4akr 5110 Elite „6.041 10488 Elco Ago0000kr 010 Neel Serer (G5) 012 Steel scree (05) 012 Sled 8aen• (05) Edge Nakrwe M): 1' 2-1/2' t' 2-1/28 3.181/ 1' 2-112' 1- 2-112' 2' 3-1r r 0.40 0.54' 0.381 Embadmmt Dnp 1-3/4" 1.314" 1-314" 1-514' r 1.1/4" 1.1/4' 1.104" 1-1/4' 14/4' 11/4' Y 0.310 1.3)8' Wes 560186 2 Anchors 4.75" MI.O.C. / Wended or Mel alp (110. 17 390 Ds 390 b 450 IN 800188 1644 IN 27015* 2801be 35410* 740158 374108 66410* 048 b 341 k6 442 me 88516* 1120 b 0 MI.0.0.0 81en0611(or 01ae1) Cl (Fig. 21 480 In 700 b WA WA WA WA 380 b WA WA WA WA WA 662168 1120186 4 Anchors 01.15- 4 Anchors 0 3' MN O.C. I (2) 245 Angle Cepa 0 (F•. 37 780 b 790 b 880 b 156010. 109616* 640 Ie 660 )86 WA 760 b 740 b 880 be 189210• 662 b 665186 WA 715 b 2 Anion 0 0.45" Min. O.C. / U431p, Imo Num. 1F•.4p WA WA WA WA WA WA N/A WA WA WA WA WA WA 28010* .125" 1 Ando*/ FC9p ff05. 0 105 b 195 b 225 b 445 No 822186 13518* 14016* 177 IN 370186 18716* 332186 4731* 170 IN 221106 44216• 5000* 2 Anshan 01.15' Min. O. C./ F-a)p (Flp. 00 24005• 300186 WA .................� NIA c We 0440=c NIA 100 R* n r1 ID WA WA WA WA WA 341b NOTE: FOR THE OFFSET CLIP, USE THE FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: • • • MENT FORMULA: (� )x / ANCHOR ANCHOR CAP.,,. `MULLION CAP.,,.,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT 15 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLLQWJNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXI TE110. 4CAD00 • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO 443044:CIF:CAO i�Lle#0 AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM WOO' S E P URE -TREATED YELLOW SOUTHERN PINE WITH AN SG OFe.55. /Rt1MINUM d241ALL BR 8083675 IND iWaA MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • ••• • ••• • ••• • -j 1.000" 2.000* .125' 1" X 2' X .125' MULLION CO 0 rn J N_ X N X D' 0 45+1 4O U W 8 v O z Y 0 PRODUCT REVISED as complying with Iko Florida Building Codo Acceptance loo B kel( Deb g. e7.1- r Miami �YNNA1/��,: o. 58705 rT SL % 6';(,C ... FLORID>.. . LYNN Iry1�I AR; A A.E.\ FL P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 2A Mullion Capacity Table (Ibsft1) 1 x 2 Anchor Cllp Patterns Opening Width (for vertically-spamlrg millions) or Opening Height (for OATontely-spanrirg mullions) 2.7k C000r8N 601n 6055 701n 80 51 80In 1001n 120ln 14010 5716 E1w U6nkon 160 in x .375 Rectarpulr 1.004199 TrapTIW. 1080188 Reclaroar Loading TnpT4are. Loading Rwtrpulr 4.0edap 1r0 Tdrp. Looting RedlroNu Loading Trag769ro. LoadIng 810trgdir Loading Trap'Trlare. Loading Rectangular Traroro. R oa64101 rap 7065/1 . Loafing R6, Loading Tra sarong. Reo�roter Y Tr 16561169. loogra 0.54" 11 // /1 1.214' 1.314• 1-3)4' 2' 1/ 11 // 11il 1111 1-1/4' / 11// 1-391' 11f 4.75' MN. O.C. / 81.nderd or Mut op (Fb. 1k 11 11 11 111 1844 b 270150 11 1/ 1 1111 6641. 11 11fl 442150 11 2 Anchors 0 4 Anchors Q 1.15' Mtn. O.C. / Standard (a ORM) Clip (Fb. 2k 480 69 /If N/A 4210 170.0 620 1700 435 151.3 661 170.0 478 129.7 662 110.0 505 113.6 882 189.5 618 100.9 682 160.9 617 90.8 882 168.9 617 757 662 186.9 617 64.9 682 1889 517 66.7 682 1669 617 4810 121.8 507 1360 419 101.4 507 119.2 410 880 507 1067 403 760 507 1528 390 67.6 507 99.6 397 608 507 060 398 50.7 607 99.0 396 43.4 507 99.0 396 360 507 99.0 306 50.62510 103.7 458 514.6 379 864 456 99.9 371 74.1 466 90.5 304 64.8 456 84.6 360 57.8 456 81.3 357 61.6 456 800 356 432 456 80.0 356 37.0 456 80.0 356 324 456 80.0 356 54 In 854 400 93.3 336 71.2 400 809 328 61.0 400 727 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 368 400 324 61.8 40.5 313 253 30.5 222 400 324 61.8 406 313 253 267 19.5 400 324 61.8 40.5 313 253 i 801n 82.3 324 66.9 276 516 324 57.5 27044.532451.226436932446.920004.632443925731.1324420255360 631n 538 264 574 252 44.8 294 49.2 248 364 294 43.6 241 33.6 294 39.8 237 28.9 284 37.1 234 269 294 352 232 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 661n 46.8 266 49.6 230 39.0 268 42.4 225 334 266 37.5 221 29.2 266 34.1 216 260 268 31.6 215 234 788 29.8 212 19.5 265 26.0 210 16.7 265 27.7 209 14.6 268 27.7 209 7210 360 225 37.9 196 30.0 225 322 191 25.7 225 264 188 226 226 266 185 20.0 225 23.6 182 160 225 22.1 180 16.0 225 20.3 177 12.9 225 19.8 176 11.3 225 19.6 176 78In 306 202 320 177 25.5 261 27.2 173 219 202 23.9 170 19.2 202 21.5 167 17.5 202 19.7 165 15.3 202 564 183 128 202 18.7 180 10.9 202 15.9 158 9.6 202 15.8 158 781n 20.3 192 29.6 186 23.6 102 25.1 196 202 191 72.0 162 17.7 192 19.7 158 15.7 192 16.1 157 14.2 192 16.8 156 11.8 162 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150 90 In 18.5 144 19.0 128 15.4 144 18.1 126 98D 162 127 168 113 ............. w 0.w nrm. Ana TABLE 2B Anchor Capacity Table (lbs) Anchor Cllp Patterns ecerne 0 2.7k C000r8N 3.55 Cap. H0806 CMU Filed CMU P7 Wood Merl Anchor Type: 3/16 Elco U8,0006 114' Elms Ullman 5716 E1w U6nkon 3/16• Elco Unman III' END UBaOaI 1/453 Eko 699080.140 5)16' Elco 6456065 1/Y 88 to A9p60e10r 61081* 56010 0 )35) 512518.1 5552 (63) 81288811 55512 a (03) Edge Distance On7 1' 2.1/7 1' 2-1? 3.16' 1' 2-1/2' 1' 2.1? 2' 3.188' Y 0.48' 0.54" 0.324' F6506006 OM: 11/4• 1.214' 1.314• 1-3)4' 2' 1.1/4' 1.1/4' 1.114• 1 -IN' 1.114' 1-1/4' 2' 1.36' 1-391' aides 580 D9 4.75' MN. O.C. / 81.nderd or Mut op (Fb. 1k 390 )8 35010. 450156 890 Ds 1844 b 270150 280 Da 35418. 740 Re 37418 6641. 948108 341 D. 442150 112018 2 Anchors 0 4 Anchors Q 1.15' Mtn. O.C. / Standard (a ORM) Clip (Fb. 2k 480 69 700 68 N/A WA NIA NIA 36018 WA NIA WA 74818 WA 680 (8 WA 199218 882 8s 882 00 99518 68518 1120 Ds 4 Anchors 0 3. lain. C.C.1(1) 255 Angle CNpe / (FV. 3t 790 In 760150 990 lbs 156018 1896 9a 540 Ib. 58018 WA 760 as WA WA WA N/A N/A 71518 2 Anchors 0 045' Min. O.C.11.42•, Into .125' Num. (Fig. 4): N/A NIA WA WA NIA NIA WA WA N/A 197 as 33218 473 the 170 b 221 I8 290 Ds 1 Anchor / F-06 (Fig. 5): 195 b 19518 225 Ds 445 Ds 82218 135 Ds 14018 177 les 37018 NIA N/A WA 341 Ds 44218 560 Ds 2 Anoka ®1.15' MD. 0.01 F.COp (F6.6): 240150 __.___ 300 Ds ___�-....�-•....,.....,w,• WA WA RN- WA n ♦n TUC Ig6 el..lrl/.On 1901bs N ID NIA NIA NOTE: FOR THE OFFSET CLIP, USE THE S FIGURE 1: • - FIGURE 3: - • FIGURE 4: • • FIGURE 2: • • • • - - ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 4TMENT FORMULA: (DR..) X ( ANCHOR CAP., ,e,,,,,\ ANCHOR CAP.,,, MULLION CAP.,,„,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR TI -10 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 CLIPS SHOWN AR[ MOTWO YCAI9E. FOR EXJ.CT D»AEIVIONS AEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEMSISNAl6RE•TRISTIQNS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIM/RF• HOLE L0 ATI0a .••'� • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFQ0T0441301 SP, )FIeA IBNS•HO LOW A1� GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C- W SHALL PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A36. ALL ANCHOR IN TAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. P10 & 812 ANCHORS INTO 4/ON AY BE W `�, 1843%.-3. OR 410 S.. • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • -.1 1.000' r - F 2.000' 1' X 2 X .375" MULLION N Ts m W to of X 04 X co i 1 1 z N co O O 1 Z 2 ko co xa PRODUCT RBVISBD 41 complying wigs die FtOrllle Building Code Acceptance Ne -0 •0 aI Expiration Dae: ir. .Produ6l•, .� By Miom 11v\• LYNtJ //1/, \t�0 ........• .. No. 58705 1'-.4LORIOP. 7\� S A. /LYNN MILIoEI , P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mullion Capacity Table (Ib5llle) 1 x 2.75 x .375 Alum. Tube t MuBbn 601n Opening Width (for vertically -sparring millions) or Opening Height (tor hod2onlelly-sparring million) 701n 801n 9018 1001n 12010 RwirgUr Loading Tr10000 . 108408 fi Rectenplx Loading a Tepi7den0. Lowing Reefenplr Lowing 7440/111en9. Loading Recteneder Lasting Loading RecYnplr Loading T00/74195 Load n9 Reolanplr Lo61ng Tep/ldeng. Looting RectMplr 108415 Te1Rdeng. Lowing 1401n Roc10ngulx Loading TepfTdsn0. Looting 160In R8eten4lr 106408 Tapl7d00. Loving g 11 1 �g 3 1 dg 11. it 1 11 1 1 if 170.0 435 170.9 744 170.0 470 170.0 060 170.0 506 1700 092 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 621 148.7 1301 1700 621 127.6 1301 170.0 621 111.6 170.0 700 170.0 524 170.0 950 170.0 664 170.0 902 170.0 630 170.0 1133 170.0 001 161.8 1139 170.0 677 136.6 1130 170.0 660 113.0 1139 1700 600 97.6 1130 170.0 880 170.0 141.1 121.9 106.0 01.6 69.4 642 41.6 34.4 24.2 22.3 176 747,' 707 735 866 607 510 450 435 327 207 227 215 194 170.0 170.0 151.5 130,0 112.4 869 72.6 67A 43.1 36.4 24.7 22.7 17.9 563 612 625 570 522 443 400 381 200 267 205 194 167 170.0 101.3 117.8 101.6 59.3 60.0 67.0 63.6 34.6 28.7 20.2 16.8 606 007 735 666 007 510 450 435 327 267 227 216 170.0 170.0 130.3 111.6 98.1 73.0 81.7 669 36.4 259 20.0 19.1 631 691 611 667 511 434 392 373 285 262 201 191 167.6 1302 100.8 87.0 75.7 ,35 499 1072 907 735 608 607 45.9 29.0 24.6 17.3 159 10 450 423 327 267 227 215 170.0 164.7 116.0 90.9 63.0 64.3 54.1 49.8 31.6 200 18.0 169 884 730 599 547 501 426 385 366 260 249 198 188 148.8 120.0 002 762 66.2 51.0 43.4 40.1 28.1 21.5 1032 007 735 668 607 510 458 435 327 287 (7i7)2 170.0 102.5 106.2 90.1 77.1 579 480 44.7 282 23.1 100 723 720 600 638 493 419 '378 360 276 244 195 130.5 107.6 70.4 07.7 58.9 45.4 30.6 35.7 23.2 19.1 1032 007 735 068 607 513 450 435 327 287 1700 1450 00.6 03.9 71.5 53.3 449 40.9 25.7 20.9 747 714 603 631 486 413 373 365 271 240 117.4 50.0 70.6 60.9 63.0 40.8 34.7 321 20.9 17.2 1032 007 735 600 007 510 45e 435 327 267 170.0 141.1 961 70.6 67.6 50.0 410 38.1 23.7 19.3 768 710 670 526 461 406 360 351 268 237 97.0 00.6 58.6 50.8 44.2 34.0 219 26.8 17.4 14.4 1032 907 735 606 007 510 458 435 317 267 1700 1400 91.0 76.8 83.4 459 37.7 34.4 21.0 18.0 758 700 574 521 476 402 302 344 262 232 039 69.1 60.4 43.6 37.9 29.2 24.9 22.9 14.9 1032 907 735 666 607 510 456 435 327 170.0 140.0 01.8 760 82.7 44.4 36.0 32.0 10.3 756 700 674 621 474 399 369 341 268 65.4 73.4 60.6 44.1 361 33.1 26.5 21.7 20.1 1301 1130 1032 907 735 666 607 510 450 435 170.0 170.0 170.0 1400 01.6 75.8 82.7 44.3 35.7 322 11 521 660 758 700 674 521 474 390 350 340 TABLE 3B Anchor Capacity Table Pim) Anchor Clip Patterns 54080819: 2.76 Concrete 3.5k Co6o. Hallow OAU 9604 CMU PT Wood Mobil Anchorlype: 3/16' Elea U011con 114' Ebo U 5/16' Elea UI�� 3118' Ebo UOrawn 3/18' 158 Elea llllrecm SS Moo A95 � 6/18' Eloo mace. 1/4' SS Elco � 610 01001 854000 (05) 612 Steel 001100 (G5) 012 Sled 300(05) Edge OlsBme pit: 1' 2-112' 1' , -1/2' ' 3410 1' 2-1/2' 1' 2-12' 2' 9.1I0 2' 0.40' 0.54' 0.324' Embedment (In): 1.314' 1-3/4' 13/4' 43 2' 1-1/4' 1-1/4' 1-1/4" 1-114' 1-1/4' 1-1/4' Y 1-3/6' 13/5' Lades 2 0 4.76" M0.0.0 / 56840o400 Onset Cap TA. 390 60 390 60 450 80 1.0901103 1644 618 270 60 280108 354 60 74060 374 (60 664158 948168 341 60 442158 560158 tsobore 111551)FC1 r M1.. 0.0.iroloW lotU4xl Cap pp. 2). 400 60 700158 N/A WA WA WA 380 60 WA WA WA WA WA 882158 885158 1120 60 4 Anchors 0 3' 60n. O.C. I (2) 215 AnjN C1101 (Flo. 37 76000 76060 660 90 1500158 109615 540 Ds 560151 WA 76068 745160 880158 1892160 082 60 805168 1120 60 2 Archon 00.45'698.0.0. / uap, Into .125'A003. (FM. 4). WA NIA WA WA WA N/A WA WA WA WA WA WA WA N/A 716160 1 Anchor / FCIO )F0. 57 19568 19560 225 617 44560 62285 135100 14010 177 60 37060 167 158 3321b0 473 008 170 60 221158 200 be 2 Amnon; 01.15' Mh. O.CI FCIIp (FA. 8): 24008 35060 14/6 WA WA WA 190168 WA WA WA WA WA 341168 442000 58060 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDnRD CLIP. �> CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. • • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,„,,.,,, (DP,,,) x 0. > 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 BETIISEEN MULL l4ENllfu66AND/OI&OP:NII� Wjp?II IS ALLOWABLE. • •• • • • • • 3) MULLION AND MULLION CLIPS SS4QWN J Ng/IfT S( .LEPFOR MACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FEW FOM (IN NSIrQ7� FtES1WIC II .NS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE TIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU)$HAI FORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITISAN 50.55. .L% INl LL BE 606DT5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADEe3 AND 45 HICK (18 GANGS). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL H L EJTENq.R L ST•3 SCREW THREADS BEYOND THE MATERIAL. 510 & #12 /Q4 ORS IR1V WOOD MAY BG STGEL, 18-6•SS. OR10:.S. • ••• • ••• • to 0 1 Ce CD 1 LLI Ul PRODUCT REVISED es complying with the Florida Building Coda , Expiration Date 0,2.1 ode Product Gobbet No. 58705 11 Lu FL PIE:# 58705 TABLE 4A Mullion C peohy Table (thee) 1x2.75x .660 Alum. Tube Mullion 501n Reclanp.4r Loading g t 1 42 In 46 an 50.02561 54 61 601n 0361 88In 721n 7061 781n 90 In 06 108 In 111 In 1201n 170.0 170.0 170.0 170.0 070.0 151.6 1321 101.7 08.5 80.0 52.1 42.9 381 27.8 22.0 820 705 747 797 665 630 767 630 571 542 407 351 283 267 229 hepm1rp. Lotting I1 170.0 170.0 1700 11 435 524 0061 Re8anWar Loading 1 11 Opening Width (for %nicely -spear g mi40ons) or Opening Helpht (for horiaontaly-apemlrg mt0ons) 1200, 701n 8061 9061 100In Trap/Mang. LootingLooting I1 Roctongulat h•oT6•ng. Looting R.Urgdr Lading 71ay70.ng, Loading Reclan0uler Loading Lowing Reclrgti.r Loadn9 TnpTMne Lading Wonder Loading l0adng 14061 ReoWgtir Looting Trap/Twang. Lading 160 In Reolen94er Loading TnpT6r10. Lowing g 11 a 1 g b 10 11- d 1111 1 40 yy� $g 1 11 41 170.0 170.0 744 170.0 ne 170.0 680 170.0 500 170.0 002 170.0 616 170.0 1118 170.0 521 170.0 1210 170.0 621 170.0 1468 170.0 521 158.7 1620 1 170.0 it 521 1 11 850 170.0 504 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 1700 060 121.5 1417 170.0 563 170.0 606 170.0 631 170.0 1010 170.0 884 170.0 1195 170.0 723 162.8 1280 170.0 747 146.3 1288 170.0 758 121.9 1280 170A 758 101.5 1288 170.0 170.0 161.9 140.0 612 701 170.0 056 170.0 091 170.0 1116 170.0 761 150.7 1130 170.0 803 133.9 1130 170.0 037 120.6 1130 170.0 856 100.5 1130 170.0 061 88.1 1130 140.5 915 102.3 761 125.5 915 144.5 740 109.9 915 132.3 735 07.8 916 123.9 720 87.9 915 116.5 720 732 915 114.4 715 62.6 015 170.0 170A 114.4 710 128.5 830 138.9 894 100.5 830 1232 861 94.0 630 1122 670 84.4 830 104.6 082 75.9 630 99.4 056 63.3 630 64.5 649 54.2 050 110.0 757 119.8 636 106.6 90.4 03.4 552 04.6 638 910 406 721 571 76.8 468 943 757 72 7 030 '713'r 571 105.9 624 02.5 767 90.1 614 730 757 09.1 000 08.0 757 64.2 000 55.0 767 79.0 503 472 60.1 67.4 530 479 63.8 54.1 638 571 72.2 00.5 521 471 56.5 45.0 636 571 66.5 55.5 514 484 60.9 43.2 030 571 62.3 51.8 506 450 424 380 038 571 57.2 470 500 451 38.3 300 530 757 638 571 474 56.7 542 700 444 57.1 542 62.1 466 50.0 542 55.7 440 44.4 512 61A 442 40.0 612 47.5 437 33.3 542 420 429 28.8 642 94.1 75.2 55.3 44.8 40.5 63.7 44.1 30.5 28.3 22.3 361 43.4 407 46.4 355 372 457 39A 349 32.5 407 202 343 269 407 32.1 338 20.0 407 28.8 334 21.7 407 20.1 327 15.6 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.6 344 23.6 358 20.1 300 21.5 356 24.0 256 958 210 289 15.3 407 356 24.1 192 660 756 881 715 640 691 497 447 425 322 284 138.8 106.3 01.4 75.3 51.0 47.4 41.3 31.6 27.0 25.0 16.3 1525 1417 1286 1130 915 630 767 630 571 542 407 1 $1 170.0 170.0 1700 170.0 114.4 94.1 752 55.2 44.5 40.1 23.0 tl 6 08_ 521 800 758 661 715 849 591 497 446 423 310 255 242 200 251 383 25.9 251 21.5 283 22.5 247 18.5 263 19.0 244 18.7 283 16.0 245 15.1 253 10.5 237 23.1 287 33.8 231 19.5 267 20.6 235 17.3 267 18.3 231 15.4 267 10.5 228 18.3 229 1631 205 15.7 220 TABLE 48 Anchor Capacity Table gba) Meld Anchor Clip Patterns Substrate 2.75 Comets 3.511 Cato. Hollow 01.1U 50•1 EMU PT Wood Anchor Type 3116' Elea LIttacen 1/4' Eko 011recon 5/16. El* 111.tocon 311, 5,00 maco. 1/4,. 07.0 to. 1/4' SS Elco A•NoGator 5/16' Eko Wrenn 1/4' SS Boo AggroOator 010 Meel Sum 035) 012 Mal 801011851 012 Slog 131ted I05) 442 lbs 560 Ibe 4.75' Mh. 0.C. / Slandard or Met alp (Fig, 13 390 lbe 303 Ite 450 lbs 890 lbo 1614 lin 270 Ibis 2801* 354 se 740 be 374 lba 581 lbe OW On 311 Ito 1120 lbs 2 Anchors 0 1.15' Mkt. 0.8 / Stendred (os 001.1) rip (Fig. 23 00 ba 700 lb* N/A NIA NIA NIA 31101te WA WA WA NIA N/A 082 lbs 5 I 1120 lbo 4 Anohon 0 4 Andrus 0 3' Min. 0.8 / (2) 215 Anglo Clips / (F10. 33 703 lbs 7001* MO lbs 1560 Re 1806 lin 540 Ida 580 Ibt N/A 750 lbe 748 Ms WA 560114 WA 1692 lbo NIA 852 In WA 715 lbe 2 Mellon 0.45" Idin. 0.8 / L3018 Into Alum. (Flg. 45 WA FLA NIA NIA NIA NIA NIA NIA WA 221 Its 250 lba 0 .125' I* 195 Oa 225 ibs 4451bs 822 On 135 lbs 140 lb. 177 Se 370100 7871te 3321bs 473 Its 170 On 1 Anobot / F.CF• Wiz 55 195 350 6111 NIA NIA NIA NIA 100 ft* WA N/A NIA FLA N/A 341 lbe 442 Ils 500 lbe 2 Anchors 0 1.1W Nib 0.8./ Map (Fig. ey. 24010e NOTE: FOR THE OFFSET CUP, USE THE . FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (Drtox ANCHOR CAP ) USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING TI -IE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN 1,1' (ILL &114111ANIpOR OPENING WIDTHSISIALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT Te g4LE:FOIL ErTIANSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOPLOWINOIDIMENI6ONAL S fC ONS SlipWN ON SHEETS 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 AhrISG 110•0955. ALUMINUM SH‘LL BE 6063215,6ND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIUM /gRADE 33 MID 0145WHINK (18 GAUG:). SaTtUgTURAL STEEL TO BE AT LEAST .125' THICK AND A36. All 6 HO INT morn_ SWILL EIKT END AT LiASVIS SGREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCI•ORS oD STEEL,018-fitS.S. 0111 410 &S.* .650' 0 5 co cc co 03 CC 0 0.0 1 CO 0 oo ko cn PRODUCT REVISBD as complying with the Florida Building Cede t„..1. 2.1151.2.0_032 \ 044 LYNN A. LYNN MILLER, PE. • • • • TABLE 5A Mullion Capacity 7eb11(154440') 1" x .600"Alum 79144490 Anchor Clip PatternsAnchor77Pa Opening Width (for serticaly-sperWrg mulli050) or Opening Height (tar horlzoraay-6pemrQ mullions) 2.7k Com rote 501n 601n 70In 001 901n 1001n 1208 1401n 1836 91167 Elco 991410 7/1'E8.000, 00 Recun5rlr Loading TiepnHrq. loading Rectng4r Lada Trep/7dang. Loading Reeinglr Loe609 1149/78006. Londng Rima g/a Loading Rapflilang. Load. Rocking/Id 10,409 71.1r5r3. 104400 Radrgdr Load. TnplON . Loading Ractngdr Landn9 TreptMsn6. Landng Reetengulr Larding Tr,p77deng. Laidig 0916.pulr Loadn6 11eP011rg. Loadng 3,125" x 111X477 �-„ t}_� � I _ /I d i �� e$ J11 �• i F�,-. II il l 11f _ I �' I it �'.. If it11i 14/4' /I 1 iti I '� a it /I ii11 wiles g ii 11 I 11 �,. If it 1 11iiit1111i111LI1 I 1 I i t 664 to I i II .§ it II t S 3 �Y 42 N 170.0 620 170.0 435 170.0 744 170.0 476 170.0 888 170.0 506 170.0 092 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1485 170.0 521 170.0 1735 170.0 621 164.4 1802 170.0 521 40 In 170.0 708 170.0 524 170.0 050 170.0 664 170.0 092 170.0 030 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 650 157.7 1577 170.0 000 135.1 1577 170.0 060 1182 1577 170.0 800 50.6251n 170.0 747 170.0 583 170.0 806 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 1700 747 170.0 1404 1700 758 141.7 1405 170.0 756 121.5 1495 170.0 756 106.3 1405 170.0 758 54 In 1700 797 170.0 012 170.0 956 170.0 601 170.0 1116 170.0 754 170.0 1276 170.0 003 1118.1 1401 170.0 837 1495 1401 170.0 656 124.8 1401 170.0 081 103.6 1401 170.0 001 93.4 1401 170.0 061 00 N 170.0 895 170.0 701 170.0 1003 170.0 707 166.5 1158 170.0 078 130.7 1150 187.0 026 123.3 1150 150.5 017 111.0 1150 140.7 910 02.5 1156 144.5 003 79.3 1156 144.5 003 804 1156 144.6 903 831n 170.0 930 1700 745 159.0 1049 170.0 850 137.0 1049 155.5 600 110.8 1049 141.7 846 1005 1040 132.0 838 95.0 1049 125.5 628 79.9 1049 119.3 820 68.5 1049 110.6 610 69.9 1040 111.9 610 6810 166.8 955 170.0 760 139.5 655 151.3 801 110.1 955 133.7 788 104.2 955 121.4 776 02.6 955 112.6 785 83.4 055 1064 757 60.5 955 60.8 749 59.6 955 99.7 740 52.1 955 98.7 746 72In 126.5 803 134.0 447 107.0 603 114.9 692 91.9 003 101.1 870 80.3 003 912 659 71.4 803 83.9 849 44.2 803 78A 042 53.6 803 72.2 632 45.9 003 89.5 628 40.1 803 69.7 627 76In 109.2 721 114.1 620 01.0 721 97.0 616 76.0 721 69.1 605 66.3 721 76.5 595 60.7 721 70.1 568 54.0 721 65.4 570 45.5 721 59.4 509 30.0 721 56.6 504 34.1 721 56.1 563 781n 101.0 684 105.4 5999 84.2 884 09.4 567 72.2 804 78.4 578 63.1 864 70.4 507 58.1 884 61.4 55$ 50.5 804 50.9 551 42.1 604 54.1 041 38.1 664 51.3 538 31.6 084 60.6 554 901n 85.8 514 07.9 456 54.0 514 67.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 405 427 32.8 614 37.3 421 27.4 514 33.0 412 23.6 514 30.4 406 20.0 614 29.0 403 9851 542 452 55.7 404 45.2 452 470 390 38.7 452 40.9 390 33.0 452 38.4 344 30.1 452 320 370 27.1 452 30.3 373 22.6 452 20.0 385 10.4 452 24.2 350 10.9 452 22.8 355 108 0 36.1 357 38.9 322 31.7 357 32.7 917 272 357 20.4 312 23.0 357 25.2 306 21.1 357 22.7 303 10.0 357 20.0 290 150 357 10.0 293 130 357 18.2 287 11.0 357 15.0 203 1111n 35.1 338 35.0 308 29.2 330 30.1 301 250 335 26.1 206 21.9 338 23.1 292 19.5 336 20.8 268 17.5 336 10.0 204 14.8 336 16.5 278 12.5 336 14.6 273 11.0 338 13.6 260 1201n 27.7 280 28.2 263 23.1 206 23.7 259 10.0 244 20.5 258 17.3 244 10.1 252 16.4 289 16.3 249 13.0 289 14.9 248 11.8 269 12.8 240 99 209 11.4 238 8.7 280 10.4 232 I A73Lt OD AnchorCapa Ity Tante (16,) Anchor Clip PatternsAnchor77Pa SLtalrela 2.7k Com rote 3.5k Canc. HdBw CMU Fled CMU PTW00a Meld 9116 Elco MescalLr EkoU6acon 503' Elco114 904410 91167 Elco 991410 7/1'E8.000, 00 89 Eko Agorae/tor UAW W Ek' U1 EJ0 VC SS Eco Ag0DGur 810 Steel Sue* 035) 612 Steel Straw 835) 442 Slat Strew(a5) Edge O3slarke tin? r 2112 1' 2-1/z' 3316' 1' 2.1/7 P 2-1/2 r 31/8' 2' 0.49' 0.54 0.924' En0e5nem erg 1344' 13'4' 13/4' 1344 r 1-144' 14/4' 1.1/4• 14/4' 1.114' 1-1/4" 7 1-318' 1.316 wiles 2 Archon ® 4.76 Min O.C. / 91aMe5 a Offset Clp (lo 17 900159 39D as 450 Ds M0 8s 164/ 109 270011 20010s 9546* 740104 374 Its 664 to 916 50 34149 442 to 560 68 4 Arehart .1.15'MmO.C./ 91•21223 (or Olsel)Cap 04027 480 Its 70069 N/A WA N/A N/A 383106 NIA WA WA WA WA 6112019 60519 112005 4Art le0 0 3' M6.0.C. / .12c5 A95* Clips 1411537 7001019 78016 602nd 1580 98 110310s 540611 50668 NIA 780106 74085 880 to 1892 Its 692111 885109 1120109 3A1011013 460.45' Mkt 0.O. l UC,p, Into Ann. 0'4347 N/A WA N/A WA NIA N/A WA WA WA N/A WA WA N/A WA 107319 .125° 1 Antler/ Tap fig. 105e9 10599 22569 445 Id 82216 135013 14065 17716 37011E 157819 392 Its 479106 170015 22168 28018 2 Anchors 671.14 Men O.C/ FCIp(1186'7 240 Ds 3.611 Ws N/A WA N/A 100 10166 N/A WA N/A WA WA 3411s 44219 58069 ,.. ',creel- 4'v no I ICC TI -IF CAMF ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE T. • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,,, (DP )X(=ANCHOR CAP.,,, MULLION CAP.,,d,„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 BETWEEM4MAULLZE4IG_HS RND/OR OPEMINGsWIDTy$pIS ALLOWABLE. • • • • • • • • 3) MULLION AND MULLION CLIPS SHDWN AIipl40T•Tb E. R XAET DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD HOLLOW WG {7144 S N RTIOh15SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPI1bXIMATE MOLE LOCATIONS. • • • • 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 W fTH AN SCOL 0.55. ALUMINUM WALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MIIIIMUMGRADE 3oANp .O4 T3(ICK (18 GA(Z3E STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A36ALL ANCHSRS INTO METAL SMALL, EXTEND A F T?CREW THREADS BEYOND THE MATERIAL. 010 & 012 AlicnORS INiio.WObD riff BE:TENL, 15.8 S.S9OR 4 S ••• • • • • • 3.125' I-1.000'1 .500" 1' X 3.125' X .5' MULLION (1' VF MULLION) 1 6 LL yy}}C4 W 5 Et -3 O ((7 (0 A 0) N AO 0 z `1 0 mo 0 (n PRODUCT REVISED as complying with WO Placirk Building Coda 1 -b 218.03 Acaapta=cc No 6 B intim Dalt %FILL ')021 OP Mi. Dodo PrOdmt \j1(11111111 //!/ .\' �( LrN ��.r�LCENSC•''•.�P : 740.50705 b:w A `• son: C7`\,, ...PL 010‘?1::• A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TABLE 6A Mullion Capacity Table (Ibafil:) 1 x 4x.126 AluulIn wlcnur 2.76 0nertla Opening Width (for Lerlically-spaMlg mullions) or Opening He pht (for Indzo0teR./panning motions) Filed CMU P713I 6051 601n 7051 80In 8018 1051n 12051 14051 18051 Mop/Tdang. Edge o1.t866e Ml: Rectan0u5 Lowing Trep6An0. Looting ReduWr Looting Trap/Mang. Longing Rectangular Leming 100 /1114nq. Loading Rectangular I.oe6ng Trap/MRockwall.,.1141011.10.meng. Laing Rockwall., Loading .1141011.10. Loving ReolangU& Looting 1ap/TMng. Lowing Reotenp4lm Loading 11451/nleng. Lowing ReoIwW0 Lowing TrapTAang. Loo9., 14.etrp4r Loading 1-3/4' Laming 1.104• 1-1/4. 1 11 11I 61111 II I II 1 l II1 /I 11 II1 /11i/11 590 9* h1 2701* II / 1 il II /1 1 il II 11 1 11 II /111 1 II I 111 II 1 II 11111111 1 h1 WA h1 il h 11 1 il1 h1 gin. II 11 Mull Length 1 4251 1701 620 170.0 435 1700 744 170.0 478 170.0 666 170.0 606 170.0 902 170.0 619 1700 1118 170.0 521 170.0 1240 170.0 621 170.0 1458 170.0 521 1451 1469 170.0 521 127.5 1469 170.0 521 4551 170.0 706 170.0 624 170.0 650 170.0 584 170.0 992 170.0 630 1700 1133 170.0 661 170.0 1275 170.0 677 166.3 1303 170.0 650 130.3 1303 170.0 060 111.7 1303 170.0 660 97.7 1303 170.0 660 5012651 170.0 747 170.0 563 170.0 690 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1236 170.0 766 100.4 1235 170.0 756 87.6 1235 170.0 756 6451 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 170.0 754 164.4 1156 170.0 603 137.2 1158 170.0 837 123.5 1168 170.0 858 102.9 1168 170.0 551 86.2 1160 170.0 501 77.2 1168 170.0 061 001n 170.0 655 170.0 701 106.7 1042 170.0 707 142.9 1042 161.1 632 125.1 1682 146.7 516 111.2 1042 134.8 801 1001 1042 130.2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 62.5 1042 125.1 782 6310 170.0 930 1700 745 1612 002 1831 016 120.5 092 144.4 709 113.4 032 131.0 702 100.6 092 121.4 780 90.7 992 114.8 758 751 902 105.4 745 64.0 992 108.0 744 66.7 092 100.0 744 6651 165.4 047 170.0 789 137.5 047 148.0 706 115.1 047 130.3 706 103.4 047 117.7 752 01.0 047 1067 730 52.7 947 102.2 727 86.9 947 95.1 713 59.1 947 04.0 711 51.7 947 94.0 711 7217 135.9 549 142.7 737 1132 010 121.6 722 07.0 940 1069 708 841 649 964 696 766 849 00.7 608 671 849 62.7 875 66.8 649 76.3 859 45.6 649 72.6 852 42.6 049 72.4 651 7651 116.5 762 120.7 005 95.3 762 102.6 652 02.6 752 00.0 840 722 782 60.0 620 642 762 74.2 020 57.6 702 69.2 613 49.1 782 03.0 602 41.3 762 69.9 697 38.1 782 69.4 505 7851 108.9 724 111.4 634 69.0 724 94.5 821 76.3 724 02.9 609 86.6 724 74.4 600 59.4 724 68.1 591 63.4 724 63.4 063 44.6 724 67.3 673 38.2 724 64.3 607 33.4 724 63.6 565 901n 69.8 643 71.8 483 68.0 543 80.7 474 49.7 643 62.9 468 43.5 643 47.1 468 38.6 042 42.8 452 34.0 033 39.5 448 30.0 543 34.9 436 24.8 543 32.1 430 21.7 543 367 428 00 M 57.3 479 551 427 47.9 470 49.7 419 40.9 478 432 412 35.0 476 38.5 405 31.8 476 34.8 400 20.7 470 32.0 395 23.9 476 28.1 388 20.5 470 25.6 300 17.9 476 24.2 370 100 51 40.3 377 41.1 341 33.6 377 34.6 336 269 377 30.0 330 26.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 N 37.1 357 37.5 323 30.9 357 31.0 316 26.6 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 306 165 357 20.1 301 15.4 357 17.4 294 12051 29.3 308 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 305 192 267 163 305 17.3 283 IM In 17.0 212 17.2 198 ..,..,,".e5' ,Tv en 1101 TABLE 6B AnchorClp Patterns 500.1mtr. wlcnur 2.76 0nertla Maw 3.5k Conn. '117 r eon pow. Halm CMU Filed CMU P713I Anchor Type: 3/16' Elco Ullman 114. Elam Ultram 916• EI"' MaconY1r FJco Unman 1/4'Eko UlWcn 151' 88 Eko Ago/4041N 5/18' Eloo Unecon 114' SS Eko ApgKlemr 610 Steel 841417 MN Edge o1.t866e Ml: 1' 2-10101 1' alrr sur r ears' r 2-1rs• r sur 2' 0.48• Em5.4mm(In): 1.3/4' 1-3/4' 1.3/4' 1-3/4' r 1.104• 1-1/4. 1.114' 1.1/4' 1-1/4' 14l4• r 10418' 2 Anclan 4.76' Mn. 0.0. 0 81.04014 or Met Clo (7/0 1627 390154 3001* 4501* 590 9* 1644 to 2701* 260100 35460 740 to 37416 884 Ito 946154 341 174 @ 4 Anthem 0 2.25" MN. 0.C. / Standard (or Obog gy (F4. 3): 7006 700 9* 5001* 1410164 952 6. N/A 560124 WA 630164 WA 68015. WA (8121* 8160601401.15' Mt. 0.C. / BWrrd (r 06101) 014(F4. 47 0606. 140015. WA WA WA WA 70015. WA WA WA WA WA 136351 3' MK 0.C. / (2) 245 Angle C01a / (Ft. 57 780017 7601* 6801* 1580154 160616 5401* 56015. WA 70015. 7401* 860164 1892124 682 901 4 AMMO, 0 6 A6eh40s Y Mn. O.C. / (2) 245 Angle Clips / (F4.87 1170124 1170124 102015. 2340 9* 28441* 810124 840164 WA 1140124 1122164 13201.6 203815. 10221* 0 4 /Whom 0 045• Mn. 0.C. /LLCM, Into.125• Urn. (F4.70 WA WA N/A WA WA WA WA N/A WA WA WA WA WA 2 A60164 0 2.25' Mn. 0.C1 FC14 (F4.67 3501* 350164 2001* 705124 478154 WA 280 the WA 31586 WA 440160 030 3411* 4 Anchors 0 1.15' 1410.0.C./ FCI1p 7/0 97 .. ---.- _.._..-_-•---.. 440164 703116 ............. WA WA a., WA -rue WA 3801W CI ID WA WA N/A 111 WA 002124 NOTE: FOR THE OFFSET CLIP, FIGURE 1: 11 FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • FIGURE 8. FIGURE 9 • • FIGURE 7: Metal 912 00401 106 (051 0.64' 1.3/0. 442110 86515. 17701* 68515. 1327 9* WA 442156 885156 912 814• 80100 (05) 0.324' wide* 5601* 11201* 22401101 1120 601 1880124 1430 901 560156 11201* RENT FORMULA: (DP...) X (ANCHOR CAP.,,.,,,•„"\ -ANCHOR 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: SHEET FOR FOR INST1C IAS Q@@lLC Q I) SEE NS ON U USING THE >s. TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS• • 2) LINEAR INTERPOLATION BETWEErf MIJL! II NITH$AN:I!I;OPEiING WIDTHS IS ALLOWABLE. • • • • • • • • 3) MULLION AND M(1LLierfCLIPSBH®WN ARE NOT•TO Sf oLE•FOg OCT 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 SMALL CONFORM TO4ACI 301 SPECI CATI S. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNR (CMO) SHALL OOF() NRIN TOL ASTM C-90. LL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITTJ�l 4N SG OF 0.55. /RUMINUM SI4MLL BE 60835 D E A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MIy1141UM GRIqg 3SAN 445' TAICR(18GAUOE). STMUCiURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCYOR6 INTQAS METAL S EX'ft OAT LET 3 SCI11EW41THRFADS BEYOND THE MATERIAL. 010 & 812 ANCHORS INTO WOOD MAY BE STEEL,�L,iT8-8 S.S.OR 410 • • -�-� 1.000' 4.000' 8 0 4A J 7 2 N_ X v X IY m OO) N po 0 1 z cn O m0 co j-.1250 zezzaza 11 X MULLION PRODUCT' REVISED 56 complying will, 910 Fltxii Acceptance Nol -6218. O 3 Expiration Date :FM/. 21:51.1Mimi .do11►to 5'I R911,01 ��1��.•' �10ENSF '•.F'P i No. 50705 C� K 6w' -O • STATE % s S'•.,/`LORI-.,. ,� \`. oNA ‘s A. LYNN'MILLER. P.E. FL. P.E.B 58705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • TABLE 7A Mullion Capacity Table (Ib•Ift2) 1 x 4 0.M Ruch Or Clip Pe70m• Opening Width (tor rericely-Bpenting mullions) or Opening Height (ler hodmrtaly-6paiWnp maces) 2.78 Concrete 3.60 Cont. 601n 60In 701n 306 901n 1006, 1201n 1101n 3/18'5100Ultrscn 1601n ThpfTO.g. x.975 dune Rectangular Ween° Trap/Tdang. Loading Rectum.* Loading Trp/Tdanp. Leering RectnOr1r (osdlro Trap/Mang Leading Rectangular Ladn9 Trap/Meng. Wa8n0 Rectangular Loading Trap ng. Loading Rectangular •toeing TrapIlhsng. Loring Rectangular Lorobm R0lfdan9 Wring Rectangular Loading TrapINan0. loading r Rectangular Leering 0.54" Loaaro Embedment 61) 1 11itll11Hepp II I I I II /I 11 Ig J 11 II 1 I1 II 1 HH1 I 6pq 11 1 I int II 1 11 $�I B1111111K}$ 1 II 1 II 111 1 111 II 111110 II 580 II 11111,11 1 Ig 58001. II 1 9 El 426 170.0 620 170.0 435 170.0 744 170.0 476 170.0 888 170.0 608 170.0 902 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1498 170.0 621 170.0 1735 170.0 521 170.0 1003 170.0 621 401n 170.0 708 170.0 624 170.0 050 170.0 604 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1477 170.0 680 170.0 1700 170.0 880 170.0 1003 170.0 600 161.8 2024 170.0 900 50.625 In 170.0 747 170.0 663 170.0 806 170.0 031 170.0 1010 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 750 170.0 1793 170.0 786 156.0 1919 170.0 768 136.5 1919 170.0 756 541n 170.0 797 170.0 812 170.0 056 170.0 801 170.0 1116 1700 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 958 160.9 1700 170.0 001 137.1 1709 170.0 861 120.0 1799 170.0 681 601n 170.0 885 170.0 701 1700 1063 170.0 707 170.0 1210 170.0 576 1700 1417 170.0 014 170.0 1594 170.0 908 165.8 1619 170.0 1033 129.8 1610 170.0 1063 111.0 1619 170.0 1063 97.2 1610 170.0 1063 631. 170.0 030 170.0 745 170.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1190 170.0 1015 156.7 1812 170.0 1078 141.0 1642 170.0 1122 117.5 1542 186.6 1188 100.7 1642 197.9 1157 80.1 1642 107.9 1157 651n 170.0 974 170.0 709 170.0 1169 1700 903 170.0 1384 170.0 1002 180.6 1472 170.0 1088 142.9 1472 166.0 1140 128.5 1472 188.0 1130 107.1 1472 147.6 1108 01.0 1472 1460 1104 60.3 1472 148.0 1104 72In 170.0 1063 170.0 870 170.0 1275 170.0 1039 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 129.6 1010 80.0 1320 117.0 1024 75.4 1370 112.6 1013 66.0 1320 112.5 1012 761n 170.0 1122 1700 937 149.0 1164 150.4 1013 120.2 1104 139.9 991 112.2 1184 126.7 079 99.7 1164 115.3 954 69.6 1164 107.5 952 74.6 1164 97.6 935 64.1 1184 93.1 927 58.1 1104 92.3 925 791n 180.1 1124 170.0 987 1364 1124 147.0 065 1103 1124 128.0 947 103.9 1124 116.6 031 92.3 1124 105.6 916 63.0 1124 90.5 906 89.2 1124 890 690 59.3 1124 94.3 981 51.9 1124 83.2 976 906 108.1 844 111.5 760 00.1 944 04.3 738 77.2 844 62.1 724 870 844 73.3 712 90.7 044 68.6 702 64.0 644 61.4 693 45.0 844 84.2 678 30.6 944 50.0 668 33.9 644 47.7 602 98 6 89.1 742 01.5 663 71.2 742 77.2 652 63.6 742 87.2 041 55.7 742 69.6 631 40.8 742 01.1 622 44.8 742 40.9 614 37.1 742 43.6 800 31.9 742 39.6 690 27.8 742 37.6 504 1091n 62.6 688 83.9 530 52.1 686 63.9 521 44.7 506 463 513 39.1 688 41,4 505 34.8 686 37.3 490 31.3 509 342 492 28.1 586 29.6 481 22.3 586 26.0 472 10.6 568 24.7 468 111 6 57A 555 60.8 903 46.0 655 49.5 495 41.2 655 42.9 481 360 655 30.0 490 32.0 555 34.2 473 28.9 558 31.3 487 24.0 586 27.1 457 200 555 24.3 448 180 555 22.4 442 1201n 459 475 45.4 433 30.0 476 30.0 428 32.6 175 33.7 420 200 475 29.0 414 26.3 476 26.8 409 22.0 478 34.5 404 19.0 475 21.1 305 16.3 475 187 307 14.3 475 17.2 301 144 6 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 193 297 180 330 17.0 293 --._. _.... ..... T..... ,,,.. • TABLE 7B Ancho Capacity Table (159) Ruch Or Clip Pe70m• Substrate. 2.78 Concrete 3.60 Cont. Ham (MU Fled CMU PT Wood Metal Alrenarryp°' 3/1r Eko 015.008 1M' Mee Meow 5/1r Ekw1N' Ultracal 3/18'5100Ultrscn 1M Eke UNrxn 68 Elm AggreOslr E 5/1r Etc* U F lo 1/4" BS Ebo Ap•SSakr 918 Steel Spew (05) 1112 Steel Sonny (05) 112 Steel Screw (G5) Edge Olarsnoa(60 r 91/3" 1" 2-1)2" 3.1f0" r 2 -NY r 2.1/3" r 3.1/9" r 0.40" 0.54" 0.324" Embedment 61) 1-3/4' 1.3/4" 1-3/4" 1-3/4" r 1.1/4" 1.1/4" 1-1N' 1-1M" 1-1N" 1.144" r 1-3/07 1.318" series be 2 Anchors ®1.75' Min. O.C. / Mondani or Offset CM (Ng, 1820 390 b 390 b 45010s 690 Ibis 1844 be 270 b 280 Re 354 b 740 b 37415. 06415. 948 b 341 I5. 442 be 580 4 Ambers O.C. /Standard (or 0365) Cap 6193): 700.6 700.6 58001. 11104. 952 be N/A 58015. WA 03015. WA 9609. WA 802.6 885161 1120 be 2240 be 02.25"pr. 8 Anchors 01.107 Mn. O.C. / Standard (r Met) Cap (p0.4). 900.6 140010 WA WA WA WA 700104 WA WA WA WA WA 1363 I5. 177075. 1120.6 4 Anchors 0 3' Mn. 0.C. / (2) 2115 Angle Cap / 619 51 7801be 79000 600.6 15801bs 1508.6 540 Ms 58015. WA 700 Ps 74615. 800140 1892156 892.6 98515. 10001.66 8 Archon 0 3" Mn 0.C.1(2) 205 Angle CNP / 60.80 1170161 11701b. 1020 60 234008 2844.6 810 be 040140 WA 114015. 1122 les 1320 b 203815. 102215. 1327 55. 1430 b 4 Archon 0.45' t7n. O.C. / U -C .660.125" Alum. (F0. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 0 2 Anehrs 225- Mi. 0.C/ F.00 (F6.80 350). 350 be 290 be 705.6 4781. N/A 280.6 WA 315.6 WA 44015. WA 341 60 44215. 56015. 0 4 Anchors MP. 0.C./ F130 (Fig. 90 480 b 700 Its WA WA WA WA 380 be WA WA WA WA WA 852 les 9851. 1120 les 01.15- ..s 110C TUF CALIF Arum -NIP PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: • • • • FIGURE 5: • • • FIGURE 3: 111 FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • • FIGURE 8. FIGURE 9 11 FIGURE 7: ENT FORMULA: ANCHOR CAP.,,.,,,,,, (DP„)X� ,=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. --I 1.062" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEET -4 FjV9EIR INSTALLATION : ETH:D.. 2) LINEAR INTERPOLAT?0. BETWE• F 1 M • MIj4ENuTF Alib/t OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULL{�(�Jy5d CLIPS SHOWN ARE NOT T) s *Li FOR�ACT DIMENSIONS. SEE q.000' SHEETS 21-23. HOLES IU BE DRIEL!D IN ?Fit FIEII) FOLIO10WG j)IJ1 NSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONC Tdit'A-ACK UNIT (CMU) SHALL CONFOR TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED1ELLt SOUTHPRNSIN$WIIHANSGO /� MINUMSHALLBE 6063-T5 AND BE A MINIMUM F .1�y TII K. STEEL46TUDS TO BE A INI�UM GRADE 33 AND .045' THICK (18 GAUGE". STRUCTIAAL S''1EF ." O B T [EAST .125eTHICIi ANP A36. ALL ANCHORS INTO METAL SHALI.E)ITENDMT LEAST•iif•R II. HEADS ISEYONDerHSIMATERIAL. if10 8 *12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S4 • • • .375" ' X 4' X .375"-T 7" -MULLION -1 tom. (-- 4.000' .375' 1 X 4" X .375"1' MULLION N m A O 00 A 1 z N OD g0 _O cn .Ln 1 81 PRODUCT REVISED n6 complying with the FIMid• Ae Building nte No 1Code 6 B pile. Date. M1rn'►rOArctier" 0. . . 7.771)111/Ill ,( \.YNN 9.f0(! ".', .`:f.FNS[- '' Nu. 50705 • 6 LUQ A. LYI.1N'MILLE`Ik, P.E. FL P.E.# 58705 ••• • • • • ••• • . • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• ••• • • • •• •• I A0SLt 6A Mullion Capacity Table (IbsNO - - - - - - - - - - - - - 1.26" 3.188" 71:11:1 50106/100 Opening Width (for ver6cal r -spasming muMoi )orOpening Height (torbod2onlafy-speming mullions) 369 Carle. 0 x 501 80In 701n 801n 001n 1001n 1201n 1401n 180 In 6.01.9 ulr Loa069 TrepmIong. Loading Ra6rlgrer Loading TrrpnHang. Leaning Reeingrlar Loading Trap/Mang, Loadn0 Rectangular Leming 711601106. Lowing Rwlng.4nr Loading Trep/1Heng. Loading Rectangular Loading 116/rdane Loading Rectangular Lowing 11epRdang. Loading Recta pular loading 7119/166. Leming Rectangular 000099 Trap/Tneng. Loading fl {yIJ1 id Sl la11 fl zi III 1 :' III i i1 h1 11 .ii III it ii I1 it 5i I1 it it II 2E 11 h1 18 II 1111 fl II II idt iI h1$ id !I Ii I' II II i 1 I1 i iI II ki sI I li W W N Z 421n 170.0 020 170.0 435 170.0 744 170.0 470 170.0 868 170.0 508 170.0 092 170.0 510 170.0 1118 170.9 621 170.0 1240 170.0 521 1700 1405 170.0 621 170.0 1735 170.0 621 161.0 1789 170.0 521 461n 170.0 700 170.0 524 170.0 060 170.0 584 170.0 002 170.0 030 170.0 1133 170.0 061 170.0 1276 170.0 677 1700 1417 170.0 680 164.0 1610 170.0 600 132.7 1540 170.0 600 118.1 1648 170.0 050 50.6261n 1700 747 170.0 683 170.0 690 170.0 831 170.0 1948 170.0 064 1700 1195 170.0 723 170.0 1345 170.0 747 167.0 1466 170.0 750 139.2 1486 170.0 780 110.3 1480 1700 758 101.1 1468 170.0 755 641n 170.0 797 170.0 612 170.0 0611 170.0 691 170.0 1110 170.0 764 170.0 1275 170.0 803 103.1 1376 170.0 037 148.0 1376 170.0 8513 122.3 1375 170.0 881 104.8 1378 170.0 881 91.7 1370 170.0 881 6019 170.0 865 170.0 701 170.0 1083 170.0 797 150.9 1155 170.0 875 130.0 1150 187.4 030 1236 1160 156.8 919 111.2 1150 150.0 912 92.7 1150 144.0 005 79.4 1150 144.5 905 00.5 1158 144.0 905 631n 170.0 030 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 646 106.7 1051 132.3 037 04.1 1051 125.7 630 00.1 1051 1106 632 56.0 1051 119.1 821 60.0 1051 119.1 821 601n 167.1 957 170.0 780 130.3 957 151.6 805 119.4 057 134.0 700 104.4 957 121.6 777 920 057 112.0 707 83.0 957 106.6 769 690 057 100.0 760 69.7 957 98.0 744 52.2 957 90.9 746 721n 126.7 004 135.2 896 107.3 804 116.2 684 91.9 004 101.3 671 60.1 801 91.4 680 71.5 004 84.1 850 64.4 804 78.0 643 636 864 72.3 633 48.0 804 690 629 40.2 804 69.e 828 781n 109.4 722 114.4 630 91.2 722 97.2 810 70.2 723 05.3 806 66.4 722 78.7 590 B0.0 722 70.3 590 64.7 722 85.5 500 466 722 696 670 39.1 722 56.7 665 34.2 722 66,2 584 701n 101.2 665 105.8 690 64.4 685 096 500 72.3 605 78.5 577 63.3 885 70.6 683 68.2 685 84.6 680 606 655 80.1 553 42.2 895 64.3 543 36.2 855 51.4 637 31.8 685 60.7 636 901n 65.9 616 80.0 457 64.9 516 570 449 47.1 515 50.1 441 41.2 515 44.7 434 36.0 616 40.8 428 33.0 515 37.4 422 27.5 615 33.1 413 23.5 515 30.5 407 206 515 20.1 404 9819 643 453 556 404 45.3 453 47.1 397 30.9 453 41.0 391 336 453 38.4 385 30.2 453 33.0 379 37.2 453 30,4 374 726 453 29.8 358 10.4 453 24.3 360 17.0 453 22.9 356 108In 36.1 359 39.0 323 31.0 350 32.6 318 27.2 368 28.4 313 23.9 350 26.2 306 21.2 368 22.7 304 19.1 354 20.8 300 156 368 16.0 293 1111 35.1 330 366 300 29.3 330 30.1 301 261 338 291 207 22.0 338 23.2 293 19.5 330 20.0 289 17.6 330 10.1 265 1201n 27.0 290 28.3 254 23.2 290 23.6 260 19.9 290 206 256 17.4 200 182 253 15.4 290 160 249 144 in 16.1 201 16.5 188 I /AMC 00 AnchorCepaclty Tobin (lbs) Pattern, Pattea 50106/100 2.51 Comets 369 Carle. Hceow CAW Med CMU PT Wood Metal Anchr1yp0 3/16' Deo Ullman 1/4" EkoUlr9trl 1116' Elco111' u,....3'166 Elco Almon 114'60080con 05 FAG 60ge0rr 1116' Ek0 004061 1/4' 55 Elco Appe0lr 010 Steel 806(05)8116(15) 9129146 612 Ebel Sum (05) Edgeg11arke On) 1' 2.12 1' 2.112' 3116'1. 2.112' 1' 2-U2 2' 31/3 2' 0.51' 054' 0.324' En6eenne66 1514' 1594' 1.3/4' 144' 2' 1.114' 1.1/4' 1.1/4' 1.114' 14/4' 1-1/4' 2' 159' 15'8' Aedes 20011em 09 473 Min 0.C.I 81e00011r Obel Op 019 17 993 Ds 900 6 49065 600 IA 1644 6 270151 280 Re 354 Ds 745160 574 6 661104 6166 3416 442 Os 560000 4 Anchors 01.15' Mb O.C. / 8159661(11 Oi*el)Cllpplg 21 1506 7006 NIA WA NIA N/A 3806 NIA WA N/A WA WA 6826 08509 1120104 4Anchon•3'Min. 0.C./ 0) 245 Ar40M Mips /p1g3) 70065 7806 ebbs 15606 16616 540151 661000 NIA 700106 749163 6406 1802 to 652 Ds 60009 1120160 4 Ar6300.45"Mtn. O.C. /U41,. Into .126' Alum. rt. 43 N/A WA NIA WA NIA NIA WA N/A WA WA WA WA NIA WA 14336 1 Anchor/ F4:119 (615 5) 19513 1956 2756 4456 8226 135 156 1406 177115 370134 1676 8326 4736 1706 2216 2606 2 Ancl0n 01.13 MIS 0.C2 F06 Ong 63 24016 35D6 NA WA N/A NM 1036 NIA NIA NA WA WA 34165 4426 56016 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDnRD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP., )sANCHOR 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. 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 BETWEESSMLS,L LgN( AN OPV$l*R' WIDTHS IS ALLOWABLE. • • •• • • • • • 3) MULLION AND MULLIO IPS SN1lWNMAR6/NOf TOSCCIEfOR Fj)(ACT DIMENSIONS. SEE SHEETS 21-23. HOLES Tjj11 g D1�-� INar(�L•_FILeD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-'L3. FIGURESSHONlSTJGGE%TED,R7PPROAMPTE HOLE LOCATIONS. 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-TREATE YEft.SOUTHERN PINBBWITH AN SG Qf 0.54ALUMINUM SHALL BE 6063-T5 AND BE A MINI I UM .125' T I(%TEEL SerUDS TO BE11IONIAN GRADE 33 AND .045' THICK (18 GAUGE). STRIJ TURRI. FAL T ET ST .126' TUIC18AND A36. ALL ANCHORS INTO MAL SHAL*6 (TEND NT LEAS 3 �T READS69EYOND THE MATERIAL. 410 & 412 ANCHORS MfO WOOD MAY B0 OTEEL, 1I- S.S. OF445.S. • 1 r 3.188" 285' 1.25 X 3.188' X .285" MULLION (1.114" VF MULUON) 1 5 ii NLsi 60 60 ((0 1 z 0) N '4 O Z 1 O `1 0 PRODUCT REVISED as complying wish the 7100140 Building Code Le_.. 6Z18.O Acceptance No Ex.anal ion Date !ray! 4621 Dy ✓'/., Muni *ProductVYNN ►, . , ..- oCEN8•. NU. 58705 :c4'; S�Ib A. LYti1NWII LLPt, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •4 ••• • • • ••• • • TABLE 9A ---"-- Mullion Capacity Table (IbIRt2) 7.26 g 9wal9O 8u091re1a Opening Width (brvertically0p1154102 mullions) or Opening Height (ler horizonhyp4minp m1Aon6) 3.5k Can. 500, 601n 7091 6005 0091 1001. 12091 14001 16991 Pr Ebo Macon %7.26 .x 3. b. R.ct.n0ubr Lao.; Tr.p/T.ng Ral.n•Mr Lading lap/Meng. Loading Rec0.00W Laan9 Trap/Tang. Lacing R4clarguler Lasting TrepTrkn9. Leaden Reel.n90.r Loving Tel.n9. plal Latina Rletagul.r Loading Trap/Tang.R.0Yn9ular LadingLoad,*Ladrg alrr Trep/td.n9. Lo.d R.e1.np4r Lading 9W 11.p/p Loading R.ctmnul0r Latta 11p /T4n0 Lacing •. 111/11iJ 0.321• ILading 1.314• 11 ii 11//11//11//11//11//11//111/11//11//11// 2' 1-1re• 1-1/4" 1.114• 1.1/4' MN' 1-1/4' r 1.3/8• 1.310" wk. 2 Anctwn 944.76• M1n. 0.C. 7 5i.nderd or 076e6ah(Fle. 15 300169 30019 450109 88089 1614 Me 27066 250169 1111n1111//11//1111 740 109 374109 661 lbs 040109 941 M 442 In 1116 1700 621 IN 42 91 170.0 620 1700 435 170.0 744 170.0 476 170.0 668 170.0 506 170.0 902 170.0 519 170.0 1116 170.0 521 153.3 1116 170.0 521 127.7 1116 1700 621 109.5 1118 170.0 521 95.6 WA WA WA 4600 170.0 706 1700 524 170.0 650 1700 504 167.6 976 170.0 6300 149.7 976 170.0 661 130.4 078 170.0 077 117.3 076 1700 660 97.9 976 1700 660 63.6 978 170.0 600 73.3 978 170.0 600 50.826 In 170.0 747 170.0 563 170.0 896 170.0 031 150.7 027 1700 664 131.9 927 166.5 706 117.2 927 159.1 696 105.5 927 158.3 696 67.9 927 1603 695 75.4 077 166.3 695 65.9 927 166.3 805 61 In 170.0 767 170.0 612 164.6 689 1700 691 132,6 869 163.9 663 115.0 000 1410 605 103.0 889 131.0 060 92.7 800 120.8 654 77.3 669 1280 852 68.2 669 128.0 652 57.9 869 1208 652 600 143.2 716 163.0 634 118.4 748 132.3 520 102.3 748 117.6 808 89.6 749 107.6 699 70.6 740 101.0 692 71.8 746 66.6 507 59.7 746 03.3 603 51.2 746 93.3 503 44.6 718 93.3 683 W to 123.7 877 132.0 579 103.1 677 113.2 568 88.4 977 100.4 665 77.3 677 01.1 518 88.7 877 65.2 539 61.9 877 61.0 634 61.6 077 770 520 44.2 677 78.7 529 36.7 677 76.7 520 66 In 107.0 617 114.1 530 69.7 817 070 510 76.8 017 09.3 600 67.3 917 76.3 600 59.8 617 72,9 404 53.6 617 60.7 499 44.6 617 04.4 463 38.4 617 83.7 182 33.8 917 63.7 402 72 h 02.9 518 87.1 450 89.1 616 742 440 59.2 516 65.2 432 51.9 518 68.6 425 48.1 518 54.2 419 41.4 516 60.7 414 34.6 616 45.6 400 29.8 516 45.0 405 25.9 518 45.0 405 78 In 70.6 465 73.7 406 587 465 020 388 50.3 466 54.9 300 44.1 485 19.4 384 30.2 465 45.3 370 35,2 465 422 374 29.4 485 30.3 387 25.2 455 38.6 364 22.0 485 36.2 363 78 h 65.2 441 680 387 54.3 441 57.7 376 46.6 441 60.6 372 40.0 441 45.4 306 36.2 441 41.6 300 32.6 441 68.7 356 27.2 441 34.9 349 232 441 33.1 316 20.4 441 32.7 345 90 in 42.4 332 43.8 265 35.4 332 37.0 200 30.3 332 323 204 205 232 268 205 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 288 16.2 332 19.6 262 13.3 332 18.7 260 98 In 55.0 291 36.0 260 281 291 30.3 256 25.0 201 26.4 262 21.9 291 23.6 240 10.4 291 21.3 244 17.6 211 19.5 241 14.6 291 17.1 736 12.5 291 15.8 232 10891 24.6 230 261 208 255 230 21.1 205 17.6 230 18.3 201 15.4 230 18.2 190 11191 22.6 218 23.1 107 189 716 10.1 194 16.2 216 180 191 14.1 216 14.9 189 1201n 17.0 107 18.2 170 14.0 187 16.3 167 TABLE 9B Anchor Capacity Table (lbs) Anchor Clip Panama 8u091re1a 2.70 Concrete 3.5k Can. Holow CJ AU Filled CMU P7 Woa Mehl Anchor Type: 3516" Elm Moon 111' Oa Unmanunloose3118' 5/18•5/18•E" Eke Placa Pr Ebo Macon 1/1.88 Eke ��ta 5/1r Da U1rpa 1/4.88 Eke Ag•e0.tcr 910 SkN 5o1ew (05) 912 Steel Screw (05) 912 Steel Screw (05) Edge Masa 9113 r 2-1/2" r 2,1r2" 3.178• 1" alrr r alrr 2' s/re• r 0.46' coda 0.321• Embedoer6(kt 1.314• 1314• 1-3/4• 1314• 2' 1-1re• 1-1/4" 1.114• 1.1/4' MN' 1-1/4' r 1.3/8• 1.310" wk. 2 Anctwn 944.76• M1n. 0.C. 7 5i.nderd or 076e6ah(Fle. 15 300169 30019 450109 88089 1614 Me 27066 250169 35419 740 109 374109 661 lbs 040109 941 M 442 In 56088 Ilea 4 Anchors ® 5.15• Mn. 0.C. / Standard (or 011se0 F30 (Fp. 2} 400 66 700 Ib, NIA WA N/A WA 380 les WA N/A 7491 WA WA 602 t0. 985 0 K 1120 112019 950 be 4 Maas (03• an. O. / 5)295 Angle pips 7 (Fq. 37 780 M 79019 6110 Ou 1569109 1696 Me 540 be 500 Ms WA 700109 74819 600 Me 1802 b. 68219 065 Me 3 Anshan 0.544 Mh. 0.C. / Bay, 9191.100• AIM. (F39. 49 N/A WA WA WA NIA WA WA WA NIA WA WA WA WA WA 17 1 Anchor /FLIp(Fla. 59 105 be 195 Ms 225 Ste 445 lbs 02219 135/be 14019 17719 3706w 187 lbs 93219 47319 170 be 22119 260 ba 2 Anchors O 1.15' Mit. O.0 I F -d1 (Fq. 67. 240 As 350 Me WA _ WA NIA WA 100 be WA NIA WA WA WA 341 le 44219 5008. FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„.,,., (pP.„)X( )=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 gEtWdEA IIIULL LEYGTHsANDQR QENI NG: WIDTHS IS ALLOWABLE. • • •• •• • • • • 3) MULLION AND MULLION BLIPS MAN t OT•r0 IICAYE. FOR �XACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE ORILLEDaIN E ELI FOLLO.�W.INS DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.1<IGURE/SHOW t G V!!b, * PROXIMAThHOLE LOCATIONS. 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 -TREATS NYEYLOW SOUTHE N PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIl6 JM 011 .100" THIN iTESI1iUDS TO BE AMINII/UM GRADE 33 AND .045' THICK (18 GAUG§g). TRUCTURAL STEEL TO LEAST .12P' THICK/ND A36. ALL ANCHORS INTO METAL SHALERD AT1LEAST•3 RE§I THREADS BEYOND THE MATERIAL #1013 #12 ANCHOR/ KW W MAY BC ST, EL,•I8-116.S. ORO° S.S.: • ••• • 1.25' X 3.25" X.100' MULLION .100' N yyL 8 0 (n J 7 o_ X o3 d) X N -3 O 00 A A 1 a Z N o O Z Y 0 O Y O PRoDUCr REVISED m complying with the Florida Building Code-p21r8, O'f Acceptance No Enpinnion Dale !*7" - 2O2 1 10 By (4) Dade Product 6, ` .111111171/ \\QaLYNN 0,;1/1/., I/'/ ."J '0'. 'r; No. 55705 1. �` ,w l erl 7 ,FCOR10?'•' \(7 A. LYNNMILLE�8, P.E. FL P.E.# 58705 ••• • • • • • ••• • • • • • ••• • • • • • •••• • • • • • •• • ••• • • • • •• •• • • 000 • • TABLE -10A 126 x 325 x.024 Alum. Tube Maelon 50 In Re:taqula Lowing 1 421n 41 In 50626 it 64 In 60 In 63 in 161n 72in 76 in 7078 901n 96In 108 In 111 la 120 In 141 in 170.0 170.0 170.0 170.0 170.0 1760 170.0 167.6 142.7 132.0 66.9 70.1 49.7 45.0 36.3 210 to f2" 620 708 747 797 885 930 974 1009 941 894 611 590 466 441 378 262 60a 70 In Mellon C6pndy Ube (06,000) Opening Ygdth (kir ved cely4peming mulions) or Opening H61gb1 (for bolzortely9p61xing mullions) 120 it 10 In 90In 100 in 140 In Trpndang. Lading 1 21 171.0 170.0 170.1 170.0 170.0 170.0 170.0 170.0 149.1 137.6 81.7 72.8 60.8 46.7 21 01 11 22 435 524 Rwctangular Leafing Trap/Peng. Lending Racingular Lodi g TndTdm9. Loading R4ctanpsW Lowing TapROang. Lowing Rectangular Loring Tnpldang. Lowing Rwdangubr Loading Trplydap. LodOg Rwctarpular Lowing Tnp/riang Lowing R.Umgubr L9ding TnpRdwog. Matting 1601n R4511apula Lowing Yet i; IV IL to U y 59 1 1 31 Aliv 11 6 .G fe k 42 a' i 1 0. 130 s 11 22 n 1 1 of u f2 1 111 59- 11 42 4 s 1! ti E iv la el u re 170.0 170.0 744 850 1701 471 170.0 861 170.0 506 170 0 192 170.0 618 170.0 1116 1700 621 170.0 1240 1700 621 170.0 1408 170.0 621 e 11 Iv 170.0 110.0 684 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.5 610 170.0 1700 170.0 600 169.7 " 1735 1979 111 1700 553 170.0 696 170.0 631 170.0 1046 170.0 614 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 168 162.5 1877 1700 1700 612 701 746 149 871 170.0 956 170.0 691 170.0 1116 1700 764 178.0 1276 170.0 803 170.6 1434 170.0 137 170.0 1594 170.0 166 156.4 1769 170.0 861 134.1 1769 170.0 170.0 170.0 1063 170.0 797 170.0 1210 1700 876 170.0 1417 170.8 944 161.1 1511 170.0 996 145.0 1511 170.0 1233 120.8 1511 170.0 1063 103.6 1116 170.0 160 170.0 1302 1700 940 166.6 1370 170.0 1015 139.2 1370 170.0 1016 126.3 1370 164.0 1012 104.4 1370 165.9 1072 09.5 1611 1370 170.0 1169 170.0 003 9656 1216 170.0 1002 1362 1218 160.6 1013 131.1 1246 147.1 1000 108.9 1246 139.0 919 90.6 1246 130.4 978 771 822 713 696 627 421 1391 1169 1049 1601 892 119.9 1049 132.1 876 104.8 1049 119.1 050 93.2 1049 109.7 849 03.9 1049 102.7 831 69.9 1049 94.3 826 66.9 1248 1049 941 126.6 005 101.9 911 111.2 791 69.2 941 100.0 777 79.3 911 91.7 766 71.4 941 65.6 767 69.5 941 77.6 744 61.0 941 1100 165.3 129.0 91.2 74.0 1101 71.6 69.0 41.4 094 671 111.9 74.9 767 91.3 891 102.4 763 82.6 894 91.9 740 73.3 174 84.1 733 66.0 691 70.3 721 65.0 894 70.7 707 47.1 194 67.0 gI 11 a 521 610 766 861 1067 1070 976 820 737 515 61.4 671 56.3 576 63.7 671 58.2 666 47.1 671 62.9 668 43.0 671 48.1 551 35.8 671 43.1 539 30.7 690 61.4 518 60.6 466 42 1 4 14 356 590 466 53.4 609 44.3 610 47.6 602 39.3 690 43.0 4 94 35.4 590 39.6 29.6 590 34.7 477 26.3 408 31.1 465 32,9 402 27.6 466 29.7 395 24.9 466 27.1 391 20.7 466 215 382 671 690 466 39.7 31.5 21.2 36.9 21 2 400 344 362 30.2 441 39.3 393 32.7 441 34.1 317 20.6 441 30.2 382 26.4 44 1 27.2 376 22.9 441 24.9 3/2 19.1 441 21.6 363 16.4 441 19.3 701 531 169 375 356 1 111 110.0 148.5 133.5 117.3 90.6 783 68.1 62.4 44.6 41.3 26.9 22.1 15.5 14.3 6 V f2 T wplTriang. Lowing 1983 1979 1177 1769 1511 5370 1241 1049 941 894 671 690 466 441 3 t 170.0 170.0 170.0 170.0 170.0 155.3 129.0 91.1 73.3 66.1 37.9 29.8 19.6 17.8 13 .� !o -11 f2 621 610 766 451 1063 1070 976 620 736 696 626 464 370 351 371 31.0 339 25 9 26.1 334 22.7 371 23.7 329 20.1 378 21.3 326 15.1 378 19.5 321 15.1 378 15.7 314 242 17.6 262 178 2 39 180 15.3 23 6 TABLE 10B Anchor Cepecity 3.6k Caw. Table (Ms) SCOW CPU FilerICAIU 07 Woccl WPM Anchor Clip Patterns Sutalnila Amber Type 2.715 concrete 3,16. ElcollINCal VT %co Ullacon 6416' Elco u,.. 5,141. Elco Ullacon 1/4" Ego intracon 1/4" SS Deo Weeder 6/16. Elect Wesson 1/4' SS Elio Ammeter 610 SNP sure pas) #12 Sleel sc. 05) 812 Meei Screw pp P30 841 4 7t7 Mln 0.C. / Ittanlan3 4400%10w (Fe tx 960 lbs 390 Its PO 159 COO to 1644 b. 270 kw 210 Its 961 Ps 740 Re 974 1. 664 103 Se La 341 Ps 442186 Ps 1120 to 2 AMR. 0 4 Archais 1.15' Mln 0.C. / Slentlan3 (cc 0713e6C10 (1.19 2y ao Its 700 Ps N/A WA NIA NIA 560 IP N/A 111A N/A Nth WA 662 101 685 885 Ws 1120 Cet e 4Anchots § r mm. 0.C./ Ell 245 Arwle CIN / fig Sy 780 Ps 780 Rs 690 Ws 1560 we 18E6 Ps 540 Ws 560 ts WA 76011* 746 IP 880 Ps 1092 Ow 682 lbs 322 Ps 479 lbs 170 Ps 221 lbs 280 te 1 Arehart F4310, fig_ 5y 106101 105 Ms 225 I. 445 Ite 8221P 1351. 140 80 177 119 370176 167 Ps 11/4. 341 Ps 442 120 WO Itta 2 AnClus Pi 1.167 MIA 0.C./ F4310 (140 p 240 Its 350 Ps N/A WA N/A WA 103 103 Nth N/A NIA WA FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 6: • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 BE1WEEN 1PUL5 LE9GliS AND/OR OPENSIG.WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION alAS SHOWN AIFIE NOT•TO:C INDR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TGlelig DRIU_VPI•N 'NE MELO FPO_ DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURtg Si -IOW . I% G EN ED . *PP XlinTE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCREJE qi_ CK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEL‘YECL * SOUTHERN PINEWVITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM .100' TH K. STEN_ SiUDS TO BE MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUSTUReL S L TO4BE NT LEAST .1 TS D A36. ALL ANCHORS INTO MIAAL SHALIPBKTEND 47 EASt3 SCREW THREADS ND THE MATERIAL MULLION 0 03 1 - cc LU CC FL 10 re 4 - CO 1 01 CO Me lw co PROOUCE REVISED complying with the Plaids Building Code AcCcptroc4 NO Ex intim thus rr.ri - A021 Nide P 00, A./Lfts1NIMILIIR, P.E. TABLE_1.1A___ - - Mu61on Cttp.dly Table' (Ib.m') 126 x Alum,hbe Mullion Substrate Opening Ned61(for veil clysp.Idngmlalom)orOp.ning Height (brhodzodlyspinl/ng =lions) 50 in 60 in 701n Bin 90 in 100 in 1200, 142 in 1601' 8'15' Elco MacawU4' x.94 R4alan3,1. Losfno T,.pmbee. leading R•U•ng ier Loring 'Noreen. Loadog Red.npuln Lading Trap/Nang. Loadate Recl..guhr Laming Tny11000. loafing R000a094ar laming imp/Mang. La 109119 R•cl•nJr Leafing Twp/75600. 10.400 Reu•0ular taking 7n5011000. Loedng Ram. Om Le. Ina tap/111009. lo.dng Rectn'tdr LeaM1•p T,apRdnl. 70.46'9 .624 5 a IV a 5- ala ti fa E IV 3e -E„ a&a 11 fa C 11 t ;s li €a€ E a IV e-. 9.&a li aa'a t IV t,. 1&a 41 fa $ ki 1c 's., g&a 11 L' 114i 3 t- a&1 ti 1 ,1 ie. 'li-. a&1 II Lt 'J} IV i& E lig1 41 as 'U' il $_. &1 41 fa 1 il io %_ 1111 ti fa i 11 3 &„ &a ti fa€ & It &„ 1&a 11 fa £ it §e. &„ t&a 11 fa Iv i& 121 11 as $ 11 B a �&1 11 fa f c g 'rJ.. a&1 11 .ta i II is 'E_ aa. 11 4a S 0 3 i78In 421. 170.0 620 1700 475 170.0 741 170.0 478 170.0 966 170.0 506 170.0 992 170.0 619 5700 1116 170.0 621 170.0 1240 170.0 521 170.1 1410 170.0 521 170.0 1735 170.0 621 170.0 1913 170.0 621 401n 110.0 701 170.0 624 1700 050 170.0 501 170.0 992 170.0 630 170.0 1133 110.0 661 170.0 1275 1700 677 170.1 1411 170.0 600 170.0 1700 170.0 680 170.0 1903 170.0 680 170.0 2267 170.0 610 60.6265. 170.0 747 1700 563 170.0 896 170.0 631 110.6 1016 110.0 684 170.0 1195 170.0 723 170.0 1316 170.0 747 170.0 1494 1700 766 170.0 1193 170.0 766 170.0 2092 170.0 766 170.0 2391 170.0 756 64 In 170.0 797 170.0 612 1700 956 1700 691 170.0 1116 110.0 764 170.0 1276 110.0 003 170.0 1434 170.0 837 170.1 1594 170.0 856 1700 1913 170.0 061 1700 2231 1700 061 160.2 2413 170.0 061 60 In 1700 885 170.0 101 171.0 1063 170.0 797 170.0 1240 170.0 178 170.0 1417 1700 944 171.0 1594 1700 998 110.0 1771 170.0 1033 170.0 2126 170.0 1663 149.3 2163 1700 1063 129.8 2163 170.0 1063 63in 178.0 930 171.0 746 170.0 1116 170.0 060 170.0 1302 170.0 940 170.0 1400 170.0 1016 170.0 1673 1100 1016 170.0 1859 170.0 1122 166.9 2060 170.0 1169 434.5 2060 1700 1111 717.7 2160 1100 1171 661e 179.0 874 1700 716 170.1 1169 170.0 903 1700 1361 170.0 1012 1700 1650 1700 1016 170.1 1763 170.0 1165 170.0 1948 1700 1210 1430 1966 170.0 1276 122.6 1966 170.0 1206 157.2 1966 170.0 1286 721n 170.0 1063 170.0 818 1700 1275 170.0 1009 170.0 1416 170.0 1126 170.0 1700 170.0 1221 164.1 1731 170.0 1315 138.7 1731 169.1 1306 115.6 1734 155.9 1364 99.1 1734 150.4 1362 00.7 1734 150.2 1352 76 In 170.0 1122 170.0 137 170.0 1346 170.0 1600 168.6 1566 1700 1209 147.4 1556 1662 1205 131.1 1556 161.5 1266 117.9 1556 141.3 1251 90 3 1556 121.3 1221 142 1556 122.3 1219 73.7 1656 121.2 1216 110.0 1151 1700 907 170.0 1311 170.0 1116 1569 1477 169.3 1246 1364 1477 152.9 1224 121.2 1177 139.1 1206 109.1 1471 129.5 1191 90.1 1177 116.9 1161 71.0 1417 1100 1158 61.2 1477 109.3 1161 90 in 142.0 1110 146.5 986 115.4 1110 123.9 968 101.6 1110 107.9 961 00.1 1110 98.9 936 78.9 1110 07.5 922 71.0 1110 00.7 010 69.2 1110 71.3 891 50.7 1110 65.6 071 44.4 1110 62.7 072 961n 117.0 976 120.3 172 97.6 916 101.6 156 83.6 975 88.3 012 732 975 71.5 029 66.0 976 71.2 817 68.5 975 65.4 807 40.0 976 07.4 749 41.6 975 623 776 366 976 49.3 761 101 in 82.2 711 84.0 696 61.5 771 70.7 616 68.7 771 61.3 674 51.4 771 54.3 661 16 7 771 49.0 665 41.1 771 44.9 617 34.9 771 309 632 294 771 36.0 621 26.7 771 32.4 612 111 in 75.7 730 71.3 661 63.1 730 65.0 650 64.1 730 563 610 47.3 731 49.1 631 42.1 730 45.0 622 37.9 730 41.1 614 315 730 35.6 600 210 730 31.9 689 23.7 730 290 681 120 In 69.9 624 61.0 669 49.0 624 61.2 560 12.0 624 41.3 552 37.5 624 39.2 641 33.3 624 35.3 537 30.0 624 321 631 26.0 624 27.7 619 21.4 624 24.6 509 19.7 624 22.6 601 144 In 34.7 433 35.1 400 21.9 433 29.4 396 24.1 433 25.4 390 21.7 433 22.4 365 193 133 20.0 381 11.3 _ 433 112 378 TABLE 11B Anchor Ceps city Table (Ib.) Anchor Clip Patterns Substrate 2.75 Cofxn9e 5.66C0nc. Ike=CMO Filed CMU PTWOod 5194 WWI lynx ElmUllmanU4' EkoUetacM GIB Eko114'SS Macon 8'15' Elco MacawU4' EKOU8nc10 Elm Aggre090r 0116'Ek0 Ullman V4' SS Elco Agg0970' 610510d Screw (65) 61281000 Scree (3S) 1112 Med Wee (0.5) Edge Clslerce 477) 1' 2412 V 2-1/2 2-115' 1' 2-1/2 1' 2-1/2 2' 31/8' 2 0.46' 0.54' 0.624' Embenne 74,9 1-3/4' 1414' 13/4' 1-3/4' 2 1.1/4' 1-174' 1-154' 1-84' 1-1/4' 1.1/4' 2 1418' 1419' vales 2 475' We 0.0.155097100do r 00e1 Clp (FIG 1) 300 1130 303103 450105 80018 1644 65 27009 2601 954 135 740166 374 Its 664108 046 Se 341100 4421 560 Re 0401045 0 4 Anchors a 1.15' Ms O.C. 1 S110860 (tt paet)Crp (110 4 48068 7001 N/A WA N/A NIA 3601 N/A WA NIA WA WA 682155 685108 1120 68 4 Archon 0 3' m8 O.C. / (2) gni Am%Clips / (F10. 3) 700 to 783 Re 6601 1560 lbs 18061 54008 660 be NM 760103 745 Re 060 R8 189268 602107 895 Ps 1120106 4Anelps00.54'5100 O.C. /11 -Clip, Into Num. (FIG 4) N/A WA NIA WA N/A N/A WA 5./6 WA N/A WA WA N/A WA 126710 .104' 1A107e0/FCe557595) 19511 19510 211 lbs 41510 82110 135 Re 1401 177Ds 3701 18768 33210 473106 170 Ds 221106 28068 2 Anchor®1.19' MIA O.CI F061 0963 240 Ds 3m1 N/A WA N/A N/A 19018 N/A WA N/A WA WA 341119 1421 6600E FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: x r ANCHOR CAP.,,.,,,,,,,,\ - p` / 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 LOADING. SEE SHEETS 2-4 FOR GEN"" ERAND SHEET 25 FOR INFORMATION AL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN IIUI4. L• F24GT-1S AND/OR • OP .IIWIDTHS IS ALLOWABLE. • 3) MULLION AND MULLION eLlpS SHOWN AREjIO;TO I R EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES T4B DRILLL171N hIEf1EI.) F L DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURE SHOWSEIGGESEED, WPP XITTP HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCR E BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI�YECLT)T SOUTHERN PINEy/ITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIWJM (( .100' THICK. STEAL SIUDS TO BE MINIINUM GRADE 33 AND .045' THICK (18 GAUGE). STRL.TURAL ST EL T04BE AT LEAST .1 TICK sI.1D A36. ALL ANCHORS INTO MAL SHALJF�(TEND 4T EAS 13 SCREW THREADSEY ND THE MATERIAL. 410 8 412 ANCHORS IIV?b WOOD MAY B5 STEL, 1a-gS.S. OR4110 .S.• • • 1.25' X 3.94' X .624' MULLION z 0 2 W Ea F zCO cc J IC N LO 8 1 1 ce t W 0 z A N CO QO `O ..$.O S a z 2 PRODUCT REVISED as complying with the Flory Building Code {(O.OLI$.O Acceptance No /1. Bxpir ' Date Fty/ - µ+2I Mian Dade t'roduet 0 1\1111111//, IYNN td'' No. 58705 • LW: rAIE0' sS/01\JA\ V\‘ A. LYNN MILER, P.E. FL P.E.# 58705 ••• • • • •••• • • • • • ••• • • • • • • •••• •• • • • • • • 000 • • • • • • • • • • 000 • • 12A PTWaod TABLE Mullion Capacity Table (Ibsdte) ..- ...... .. .. 2 x "Mf."). 914081146 2.715 Cr8nde Opening Width (for vel ape641g mullions) or Opening Height (for 1n2Eonlay-speTW Ig mUMons) Holm CMU 601n 500. 701n 606 90h 10019 1201n 1401n VM EkoU89000 15019 Red./OW T4.ng. VC SS Eko Ag1eG14R Rectangular 190/70950. Loedn9 R4q.rgWr Loafing Tn71714 55. Losdn9 8.84889151 Leedom Trapl110g. Load09 Rectangular leading 718211010. Losing Rectangular Loading Trap/Tang. Lading Reolan96r Coating 136pmung. 4.0080 Reelnn5W8 Lu00 40 Ta m RaaL reit Tnp/Man9 L0bn0 0.46' Losing L 00 13/4" 4 5.26 leading 1 it hh i i ii iI l i li iI ii i i hh li 1 li iI i I li hh it 1 li it' 1 ii hh l i ii hh i li Ig i it I it I ii 11 ii liAil hh 94610 hh 1 h it 11 hh 1 II 1 it 1 I 1I 1 521 11 42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1406170.0 7 68010 156015 1735 170.0 521 570.0 1963 2287 170.0 170.0 800 6 170.0 706 1700 624 170.0 550 1700 634 175.0 002 1700 630 170.0 1133 170.0 601 170.0 1275 170.0 611 170.0 1417 170.0 600 170.0 1700 170.0 580 170.0 1903 170.0 600 170.0 21 Ms 6 Arclion 00.64" M6 O.C. / 84002, Imu.12S Mm. F4583 758 48 170.0 747 170.0 583 570.0 596 170.0 031 170.0 1046 1700 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 170.0 2092 170.0 756 170.0 2391 170.0 681 50.6251. 170.0 707 170.0 612 170.0 958 170.0 891 170.0 1110 170.0 754 170A 1275 170.0 503 170.0 1434 170.0 837 170.0 1694 170.0 558 170.0 1013 1700 851 170.0 2231 170.0 861 170.0 2550 170.0 1083 646 170.0 085 170.0 701 170.0 1083 170.0 757 170.0 1240 170.0 570 170.0 1417 170.0 944 170.0 1694 170.0 598 170.0 1771 170.0 1013 170.0 2125 170.0 1013 170.0 2479 170.0 1063 150.8 2550 170.0 1171 601n 0310 170.0 930 110.0 745 170.0 1116 170.0 850 1700 1302 170.0 940 170.0 1459 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1159 168.7 2653 170.0 1171 145.9 2553 170.0 1296 886 170.0 074 170.0 789 170.0 1159 170.0 903 170.0 1361 170.0 1002 170.0 1558 170.0 1006 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2338 170.0 1276 161.9 2437 170.0 5265 132.9 2437 170.0 1530 170.0 1083 170.0 876 170.0 1275 170.0 1000 170.0 1480 170.0 1125 170.0 1700 170.0 1220 170.0 1913 170.0 1316 170.0 2125 170.5 1387 1450 2164 170.0 5400 121.8 2164 570.0 1620 109.2 2184 170.0 1531 726 170.0 1122 1700 937 170.0 1346 170.0 1050 170.0 1570 170.0 1209 1700 1794 170.0 1322 185.1 1960 170.0 1421 145.. 1980 170.0 1605 123.5 1980 151.6 7548 106.5 1550 154.0 1535 92.9 1000 752.7 1454 706 701n 170.0 1151 170.0 967 170.0 1301 170.0 1116 170.0 1611 170.0 1260 170.0 1042 170.0 1389 152.7 1861 170.0 1474 137.4 1561 183.1 1500 114.5 1861 147.3 1473 96.2 1051 139.6 1459 850 1851 137.6 78.9 1008 170.0 1334 170.0 1144 145.1 1390 156.0 1219 127.0 1308 138.0 1190 111.8 1398 121.3 1179 09.4 1398 110.2 1162 00.5 1390 101.6 1147 74.5 1396 690 1122 83.5 1308 827 1105 65.5 1305 957 906 986 147.4 1220 161.6 1090 1220 5229 127.6 1079 106.3 1229 1112 1081 02.1.1229 98.9 1044 51.9 1220 80.6 1020 73.7 1229 82A 1018 51.4 1229 72.2 053 82.7 1220 85.9 977 48.1 1229 82.7 40.8 771 1081n 103.5 571 705.5 077 86.3 571 69.0 582 74.0 971 77.2 540 554.7 971' 135.4 837 67.5 071 81.5 026 61.5 971 66.6 516 43.1 071 49.0 798 37.0 971 44.0 782 32.4 071 732 6 95.4 919 07.3 832 70.6 916 61.0 610 681 9W 70.5 808 59 019 62.9 704 53.0 510 55.7 794 47.7 910 61.8 774 39.7 919 44.5 758 34.1 915 40.2 742 208 919 37.1 25.4 631 111 1201n 75,5 796 76.8 718 02.0 756 64.5 705 53.9 756 55.0 655 47.2 756 49.4 088 41.9 785 44.4 877 37.7 700 405 886 31.6 786 340 853 27.0 768 31.0 841 218 708 440 43.7 546 442 504 36.4 545 37.0 IW 31.2 645 31.9 491 27.3 548 20.2 485 24.3 648 25.3 479 21.8 548 22.9 474 15.2 548 19.0 464 16A 648 172 455 13.7 616 15.6 144 In Auruno r`A DAINTY An.il's TABLE 12B AnchorCepeclty MIAs (tins) PTWaod Meld Anchor Clip PatMme 914081146 2.715 Cr8nde 158 Core. Holm CMU Flea CMU Antler 1379 3178" E10006mcn Vr ESoU99aon Mg Eko U6rXon 35109 Eko 1969158 VM EkoU89000 VC SS Elm) eO•a 5116' Eko Ullman VC SS Eko Ag1eG14R 510 Sled Strom 03) 02 Sial Scram(G5) 02 Sled Scram 05) Um Distance 5n) T 2-1/r 1' 242 9415 1' 2.117 7 2-112 r 3.163' 2 0.46' 0.51' Em5ean•e013 13/4" 1MA7 1.354" 1374• r 1-1/C 1 -VC 1-1/4" 1-154" 1-114• 1.1/4" 27 150• 1-018' 44210 voles 56065 0.C./ SlrnrO orOaret Cap(FIs 1623 300617 190106 450 lbs 600105 1644614 27010 2800 35466 740158 37410 664I58 94610 34165 6851a 152091 2AnaMn 04.75'099 4 Amhara 02.66' NM 0.C./ 9l05641(r abel)Cep (F1953 740103 74065 63010 14b5 Its 142409 NIA 5E0 Its NIA 695158 N/A 860 Es WA NM 652 Es 1M 3215 100 lbs 6Anchors 01.71' NM 0.0/S4o5a9(or 0r5e1)Cap 018 43 88510 0501 75600 1946158 NIA NA 705 lb, N/A 7911153 NIA N/A 86010 194950 65210 UM 112010 4A94w30 S.MIn O.C. /(1) 316 Arab Clips/01003 78016 7 68010 156015 10610 705b NA 75018 746TH 101210 132110 10658 0740 aa Arab Cgs/01063 117010 717010 102010 2310400 284410 50100 N/A 114010 112268 152010 28010s NM 6A504800 0 S 616.0.0./8"j 3Arcton 0 1.34' MOL O.C. / 11-00.610.127 Num. F79 7y Nth MA WA 55* IISA WA WA N A NIA 21 Ms 6 Arclion 00.64" M6 O.C. / 84002, Imu.12S Mm. F4583 NA WA N A NA WA N/A WA NA 41010 WA 94110 44210 06010 2Mcl0590265' Min. 0.CJF42501093 37068 370be 31510 74310 71210 WA 26010 N/A 145450 N/A WA WA 61110 664 a0 84010 3Anchas 0111' 096.an/ F•Ob(Rs 10 44310 62510 37910 97310 WA N/A 0310s NA 399106 NA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE FIGURE 1: • FIGURE 5: • • FIGURE 2: 1 1 ' • FIGURE 3: • • FIGURE 8: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10 • FIGURE 4: • • • • • • • • ANGLE CUP (FIGURES 588) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENT 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 E•TaLE _IAND SHEET26 FOR �(JFQJ(MATI0 N ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGl114S AN )! )R 4PEIQIN(�•1NIIS HSM%: LOWOBLE. •• ••• •• • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMEItISIeNS,, E 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 70 ACI 301 SPOEjFA dP4 . HOLLOW AND GI1UT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. Wgpb SHALL BE PRESSURE -M( ED YELLOIMSOWTHSRN PINE WITH AN SG 00 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM (F 125, THICK. STNEL UO TO @IaA MINIMWM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT SST .12ry THICK Ata8. A38. ALL 7W4CHORS IMTO META, 410 SHALL AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO D MAV BE STEEI. jly9 .250" 2.000' 4.000' 2" X 4' X .25' MULUON z 0 -J W H z 1- F U a N CC O M (O 1 W to W 2 (n 0 J -J N CO 0 0 E' - Q z to Y 0 ,re 1 - PRODUCT REVISED a COmplyilt6 with 49141 1054th Building Cod;AM, 1t'o-oZ 18.03 Acceptance No Eopiral/ Dab :VII i-. /0741 I /,'(tom✓ �1 Dy Minn Undo Prods40 Com , ,001 1 1 11 5 1,4, ,``\ (-0 txlvn/ M/(l 1/I: No `.:(5705 ://IS SS • BONA\- ws` A. LY/(.{NVILLER, P.E. FL P.E.# 58705 ••• • • • • • • • ••• • • • • • • • • • •••• ••• •• • • • • •• •• • • • • ••• • •• •• • • ••• • • TABLE 13A MulUon Capaolty Table QbeAte) 2550.25 Alum. Tube 1)7.11100 5010 Recinglin Liman9 1 42 9 481n 50.62510 640. 60n 6381 401n 72 51 78 In 78 In 900 0510 10810 111 In 120 In 144 5 170.0 170.0 1700 170.0 TABLE 13B 170.0 170.0 170.0 170.0 1700 170.0 170.0 170.0 170.0 170.0 170.0 125.1 820 00 n Opening Width (for verIlcaly-sparring mullions) or Opening He1UM (for Mriz0rt0Ny-ap0Mrg mJNons) 120 1n 701n 80 In 001n 100 in 71spflonp. Leming 31 Recln9ln Loring 1 Tnp/RIng. Lading 1 Re01.np4.' Leming Trms/11144m. Lading Rscl.npin (.01009 T0p/Rla g. Lading Racing/1m 10.dn 2/67171406. Looting Keehn lar (.061650 Trip/Mang Lading Rxlanpin Loading Treader . 10.1600 1401n Rtthn9Jer Loading Trepl10en9. Loading 100 in RecI. gJlr Loading Trp/Osan9. 10.1609 1 if 1 11 1 1 11: �rE 1 1 1 1 140 ae 1 r 11. 11 170.0 435 170.0 744 170.0 476 170.0 080 170.0 500 170.0 002 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1496 170.0 521 170.0 1735 170.0 521 31 170.0 706 747 170.0 524 170.0 850 170.0 581 170.0 092 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 917 170.0 1417 1700 000 1700 1700 170.0 800 170.0 1983 170.0 000 170.0 562 170.0 000 1700 531 170.0 1048 170A 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1404 170.0 755 170.0 1703 170.0 750 170.0 2002 170.0 707 1700 812 170.0 956 170.0 891 1700 1110 170A 754 170.0 1275 1700 003 1700 1434 170.0 037 170.0 1504 170.0 659 170.0 1013 1700 801 170.0 2231 170.0 505 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 070 170.0 1417 170.0 044 170.0 1504 170.0 980 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1700 2479 170.0 756 001 1053 030 974 170.0 745 170.0 1116 170.0 050 170.0 1302 1700 940 170.0 1460 1700 1015 170.0 1073 170.0 1070 170.0 1559 170.0 1122 170.0 2231 170.0 1100 1700 2603 170.0 1171 170.0 170.0 170.0 170.0 170.0 170.0 700 170.0 1160 1700 003 1700 1381 1700 1002 170.0 1556 170.0 1098 170.0 1753 170.0 1755 170A 1948 170.0 1210 170.0 2330 170.0 1275 1700 2727 1700 1288 1003 170.0 878 170.0 1275 170.0 1009 170.0 1408 1700 1128 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2125 170.0 1307 170.0 2550 1700 1400 170.0 2975 170.0 1529 1122 1151 170.0 937 170A 1310 170.0 1060 170.0 1570 1700 1200 170.0 1794 170.0 13222 1700 2019 1700 1421 170.0 2243 170.0 1505 170.0 2892 1700 1020 170.0 3140 170.0 170.0 067 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1380 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2753 1700 1700 1700 3223 170.0 1804 1777 170A 170.0 170.0 170.0 1903 2207 2301 2550 2533 2076 3117 3100 3580 1328 1417 1594 1636 1771 170.0 1144 170.0 1654 172.0 1328 170.0 1659 170.0 1499 170.0 2125 170.0 1553 1700 2301 170.0 1703 170.0 2850 170.0 1915 170.0 3188 1700 2125 150.0 3113 170.0 2273 130.5 3883 3413 170.0 1232 170-0 1700 170.0 1434 1700 1003 1700 1822 170.0 2287 170.0 1704 DOA 2550 170.0 1052 1700 2633 170.0 2095 100.0 3199 1700 131.1 3109 1613.8 170.0 1400 170.0 1013 1700 1847 170.0 2231 170.0 1670 1700 2550 1700 2076 161.9 2781 170.0 2271 148.3 2781 181.0 2333 123.6 2781 140.4 2281 105.0 2701 125.9 2170 2234 1200 1454 170.0 1 960 1700 170.0 7293 179.0 1032 170.0 2821 170.0 2149 151.8 2032 1822 2245 136.6 2632 148.4 2210 113.8 2632 128.4 2108 07.6 2832 115.1 2126 170.0 1586 170.0 2125 170.0 1950 151.4 2252 1590 1001 135.1 2752 141.4 1984 120.1 2252 1272 10311 106.1 2252 1915 2252 09.8 1872 77.2 2252 609 5554 128.0 14 45 104.3 100.1 1425 80.4 1561 78.2 1584 80.7 1300 69.5 1584 1373 62.13 1504 1358 52.1 1551 58.0 1338 44.7 1564 40.2 1816 1305 02.7 85.4 67.8 351 3199 2781 7032 7252 1554 fi 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1700 170.0 170.0 156.1 110.0 100.3 81.4 44.4 521 080 750 001 1043 1171 1266 1530 1705 1708 2301 2428 2100 2008 1608 1253 An Anchor Clip Pattern. 2.75 Cemmts Anther yir Eke Ultimo. 114- Elm 1.111roace EmbeemmIgnt 2 Anglia 41) 4.76' Mln. 0.0 / Slandard or Offset 09 TM. 1625 11)5/112 Deo Lilimoon or Capacity Table PM 3.54 Cane. Hollow CAW Mal MU PT NNW 3/15' Lillmeon 1/4' Elio Mown lir 85 Elm rinr Elm Ullmcon 910 Steel Berm 835) 912 131•51 Melee 612 131•0 Screw (G5) 0.324' 1-1/4' 1.114. 390 itm 390 lb. 45019 600 lbs 1044 lt. 270 It. 200 154 351154 740 lbs 760 to 1150114. 760 lbs 780151) 900154 500 ros 1700 lbs 2505 lbs 1500 lb• 3232 lbs WA 1894 94 510 lbs 510 lbs 040 IM WA WA 1480 Pm 1055 lbs 1560 154 1560154 130015. 3120 ibs 3702154 1050 lbs 1120154 WA 1880 lbs 2100 lbs 1440 lbs 3780 Ms WA 760 lb* 1520 Kis 1500 lbs 374 154 745 lbs WA 748 Km 1490 WA WA WA NIA NIA NIA NIA WA WA 664 154 127 2 151 680 lba 1760 lb• 948 1892 Ilut 3781 lbs WA WA NIA 1-3/86 341 154 682 lbs 1363 lbs 082 Ibs 1363 154 2045 to 442154 885 19 1770 lbs 885 lb. 1770 Cs 2851 lbs Meta 550 lbs 1120 lbs 2240 lbs 1120 Pm 2240 154 3130 Ms 1130 191 NIA WA WA WA NIA WA NIA WA WA WA 2861 3001141 393 154 46094 570 1010 94 270 ibs 280 lb. 354 am 74094 374 lbs 505 lbs 129e lbs NIA 470 lbs 533 lb• WA 638 94 948 Ma 311 Om 442 Ms 692 Cm 865 ke 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 5: FIGURE 2 FIGURE 3: • • FIGURE 6: • • FIGURE 4: • • • • • • • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11: .01 • • FIGURE 7: • • • • • 1 • ANGLE CLIP 5 - 7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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 26 FOR INFORMATION ON 2) LINEAR 1/VERPOIIION•13•11WEIIN 14.14E5IVTI-t AND/OR OPENING WIDTHS IS ALLOWABLE. • 3) MULLIONIAND 141.11,10N-OWPS. SAWN AIRE NIDT TO VALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED 1N THeFiELOPFooLownoc DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTIRATIF_O:ONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCREIFE BLOCK UNIT (caw SHASL CONFORM Tp AsTy C-90. WOOD SHALL BE PRESSURE -TREATED YELLOIPSOURNERN PIN‘WITH Se OF 0 55 ALOMIligUM•SHALL BE 8083-75 AND BE A MINIMUM OF .125' THIV'STEEL STUD&ATO BOA MI M G DE 331.104 55.046" THICK (18 GAUGE). STRUCTURAL STEEL TO RS INTOIMEGAL SHALL EXTEND AT LEAST 3 SCREW THREADS BE ND THE lifflfltRIAL4110 & 812 UOFt% il„51•0 WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2' X 0' X .25' MULLION 13.0000 tt 0 -J CN 03 CC 47/ CD 1 ki CO CO • 0 PRODUC7 REVISED m complying with the MOM! Building Code At Accepumme No 13.-4323 15.03 Product ,01111111),) • SiME FL P.E.8 58705 • TABLE 14A 1.26" x 2.11" x.126" Alum Tube Mull 42 In 46 In 50.6251n 54 In 60 In 83 In 88n 72 In 76111 751n 60n Rectangular Loading q� 51 144.2 686 82 3 526 80 Mu1116 I C -pact/ Table (IbelR°)- Opening WI61h (tor verOrary-epamtng nkAlone) or Opening Height (tor h3da6naly-epaMrg mullions) 7015 80In 9015 100 In 1201n TraplTdang. Loading 11 1TeelanguM Loading 11 TnWTlleng Loading Rectanoutar Loede9 T811T4ang. Loading Rsotwg807 Leading TrarAdaro. Loading Rectangular Leed0g 'fr 1dup. Loading Raolar5819' Loading TragrMrp. Loading Rectangular Loading Trap/Tdang. Loading 140 N Rec4ang8ar Loading TnplT tarp. Loading 1601n Raclangular Loade9 Trapn6ang. Loading it 1 d 1 if �g 11 �g it 1 1 it 1 if 11 1 11 11 11 i 1 888iI 11 11 167.0 428 120.2 528 1489 419 103.0 526 139.9 414 00.1 Gab 134.6 411 80.1 528 134.1 411 721 526 1341 411 60.1 626 134.1 411 51.6 926 134.1 411 45.1 626 11 134.1 403 1080 333 886 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 63.7 403 79.1 315 483 403 786 314 40.3 403 79.6 314 34.6 403 78.8 314 30.2 403 76.0 1 411 362 91.0 301 88.8 382 79.3 294 58.8 362 71.9 269 51.6 382 87.2 268 45.7 382 84,8 284 41.2 362 636 263 34.3 382 616 263 294 362 635 283 25.7 362 67.8 318 74.1 267 586 318 84.2 281 486 316 67.7 266 424 319 535 253 37.7 318 688 250 330 318 486 249 283 319 491 248 24.2 318 481 248 21.2 49.6 427 256 53.1 219 412 268 45.7 274 35.3 258 40.7 210 30.9 258 37.2 207 21.0 258 34.9 204 24.7 258 33.4 203 286 258 32.2 201 17.7 258 312 201 16.5 318 256 69.5 234 45.6 200 35.8 234 39.1 195 385 234 34.7 192 26.7 234 31.8 189 23.7 234 29.4 188 21.4 234 280 164 17.9 234 25.9 183 15.3 234 28.5 133 13.4 234 49.1 32.2 23.5 37.2 266 213 179 39.4 183 31.0 213 337 179 266 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 188 213 23.7 189 15.6 213 22.2 167 13.3 213 220 166 11.8 213 22.0 314 283 248 201 163 186 30.1 165 239 179 26.6 162 204 179 22.5 149 17.9 179 20.3 147 159 179 167 145 24.3 181 25.4 140 203 101 21.8 137 17.4 181 19.0 135 15.2 181 17.0 133 226 162 23.6 133 189 152 19.9 131 181 152 17.6 128 TABLE 14B Anchor Debacle/ Table Obe) Anchor Cap Peaama Substrate 271c CoreRle gars_ Helga CMU Feed C/AU PT Wood Metal Anchor Type 3115.160 LAW m 1/C ElcoWhamcWhamum. 5/112 Eko114' sew Ego UlBeon UM Eke WeMcn 53 Elm AppreCylor ear Elco Renton U4'SS Ito AWOOeor 810 Sed Wee (RN 1/12 Steel 9cr6 (05) 912 Steel Screw (85) Edge Mince OR V 112 V 242 3-119' V 2-1/2' 1' 2-12' 7 SLB• 7 0.48' 0.5V 0.320 Embe6.9 n1 8 13/C 1-37C 1300 1314 z 1-1/4• 1-1/4- 1-174- 1.114' 1-116 14/4 z 1.36' 1y8' Valeo 4 Anthers ®3' Mn O.C./ (2) 2t5Analle Cape 1(Fop 15 7801.6 780 In 660169 1560108 1806a 54010 _ 500103 WA 760 en 748 ee 88016 18929a 6821.0 1386 Ds 143016 FIGURE 1: • • • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR GAP.,, (DP)X( )-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. 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 CONFONA•TOgA6401 iPEpIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AiTM -99 met, SHL BE PRESSORE-TREATED O YELLOW SOUTHERN PINE WITH AN SG 00%55. ALUMINUM SSIjLL gE 6 33- AIID BP A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRA33 /084N.046" T• ICI4(1 )•STIILICTURAL STEEL. TO BE AT LEAST .125" THICK AND A38. ALL ANCHORB$N 0 jFJ�L SNALL•EXWENPAT T 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MA E STILL, 1840S.S. OR 4i0 S..• • ••• • • • • • • • • • • • • • • • • • •• • • •• • • • •• •• • • •• • • • ••• • • •• • ••• • ••• ••• .125' 1.26' X 2.11' X .125' MULLION (INTEGRAL 751 MULLION) N A 03 O 00 ID e O A yg}�' O 0 J CSI y O O 10 z 1 2 O 2 O r•RB40UCT REVISED 00 complying with Bre MOM* Building Codd Acceptance No 3 Expiration Dat . - r - 12021 By • Dade 11! .`'.( \NNN I)1'1/,, $'• • ••NcErs1sE • FIA ▪ No. 58705 if b trr` r.I x'77„ /ONIo ..1 A. LYt4N MILLE14, P.E. FL P.E.# 58705 ••• • • • • • ••• • • •• • • • • • • • ••• • • • • • • ••• •• • •* • • • • i • • ••• • 01911 • • • • 15A TABLE Mullion Capacity Table (be/R1) 3.26" BAY Melal Opening Width (for ver8C*P1'•parrirp millions) or Opening Height (for haizorra2yeparrirg millions) Substrate: 2.76 Concrete 5014 6014 7014 00 In 9014 1001n 12014 14014 0,.. UWIea1 16014 794,161809. 30 MULL Reclrgoler t.a6g Trep/IMang. 166640 Rec1WWW Weft; Tnp/IMeng. tmdn9 Rectenpir Weft hprtMrg. 3.066,0 Recterp6er Lee906 Trep/7d.a9. 108109 Rectangular Weft 77.p/611110. 106680 Reoler04er Loe98 7605(75040. 108109 R06180121119 Lowing TreN711eW. toado 980904046/ 108159 7,013/76610. L081n9 7 9064.0)44 (066179 0.54• 1o66n9 Embedment 04 ii 6.i 041 II dyd 1 6.i II 1 i la1 11 II iiii 1 II il 1 3 I 1 1 II 11 1 11 I it 1 11 III 11 ii II 441 1 1 III$g 1y s1 ii z1 I dy 11 81 11 11 I1 il 1 I it ii I ii 1670151 4214 170.0 020 170.0 435 170.0 744 170.0 470 170.0 OBS 1700 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1450 170.0 521 170.0 1730 170.0 621 149.1 1740 170.0 621 6 3 d 45 N 170.0 706 170.0 624 170.0 650 170,0 664 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 162.2 1622 170.0 600 130.5 1522 170.0 660 114.2 1522 170.0 600 50.6251n 1700 747 170.0 663 170.0 666 170.0 651 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 164.2 1413 170.0 756 1369 1443 170.0 766 117.3 1443 170.0 756 102.0 1443 170.0 750 64 In 1700 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1276 170.0 603 160.4 1353 170.0 837 144.9 1353 170.0 856 120.3 1353 170.0 061 103.1 1353 170.0 661 90.2 1363 170.0 061 6014 170.0 665 1700 701 1700 1003 170.0 797 167.0 1216 170.0 676 146.1 1216 170.0 944 129.0 1216 159.6 936 116.9 1210 162.1 024 97.4 1216 146.1 013 03.5 1210 146.1 013 73.1 1216 140.1 913 6314 170.0 930 170.0 745 170.0 1116 170.0 650 150.2 1150 168.0 933 131.4 1160 163.0 914 116.6 1160 1419 695 105.1 1160 134.2 666 67.6 1150 120.7 671 76.1 1150 128.2 070 65.7 1160 126.2 670 6814 170.0 074 170.0 769 152.4 1046 165.6 661 130.6 1046 116.6 064 114.3 1046 133.1 650 101.6 1016 123.4 639 91.4 1040 116.6 830 76.2 1040 100.4 621 65.3 1046 106.2 016 57.1 1046 105.2 816 72 In 140.6 600 147.9 764 117.4 880 120.0 746 1009 660 110.6 734 00.0 060 100.0 722 76.2 650 92.0 712 70.4 000 56.2 703 60.7 880 702 693 00.3 560 75.5 660 14.0 500 76.4 BOO 7814 119.7 790 125.1 690 00.0 760 1084 676 65.6 7130 03.3 663 74.0 790 63.9 652 66.5 790 76.9 643 59.0 700 71.7 635 49.9 700 65.1 624 42.8 790 82.1 619 37.4 790 61.5 617 78 M 110.6 750 115.6 657 62.3 760 95.1 444 70.1 750 65.0 632 08.2 750 77.1 621 61.5 760 70.6 612 684 750 65.7 605 40.2 750 59.4 594 39.6 750 562 666 349 760 65.5 566 W In 72.1 563 74.4 500 00.1 663 629 491 61.6 563 61.0 403 46.1 683 40.9 175 40.1 663 44.4 466 36.1 563 40.9 462 70.0 563 36.2 452 26.8 563 33.3 446 22.5 563 31.0 442 9614 69.4 405 61.1 443 496 495 61.5 435 429 195 41.6 427 37.1 495 39.9 421 33.0 405 36.1 415 20.7 495 33.2 409 24.6 493 29.1 400 21.2 495 28.6 394 16.6 405 25.0 390 1051n 41.7 391 42.8 353 149 391 35.9 340 29.0 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 301 22.6 328 17.4 391 10.7 321 14.9 391 17.8 315 111 In 394 370 392 335 32.0 370 33.0 330 27.5 370 20.6 325 24.0 370 25.3 320 21.4 370 229 316 102 370 20.9 312 16.0 370 10.1 305 1201n 30.4 317 30.9 269 25.3 317 28.0 254 21.7 317 22.5 200 19.0 317 19.9 276 16.9 317 17.9 273 1441n 17.6 220 17.8 203 Aununo ITV An Hi TABLE 15B Anchor Capacity Table (Ibe) PT Wood Melal Anchor Cllp PaCems Substrate: 2.76 Concrete 3.5k Conc. Hollow CMU Feed CMU Anchor Type: 3118' Ebo Ullraoon 1/4' Ebo UB4008, d16' Ebe U11•0011118' 0,.. UWIea1 1/1' Eteo U8 01081 114.55 Eb0 A9p,00eler dib' Eke U0600on 111.88 Ebo AOVrogelor 010 890!11/12 Some 105) Steel Some (G5) 812 81a• 8crow (051 Edge 018•,66 (b) 1' 2-10' 1- 2.157 3.1/1, r 2.10' 1• 2-1/7 7 3-1/1, 7 0.41, 0.54• 0. Embedment 04 1-3/4• 1-341' 1.14' 1.3/4' 7 1.1/4' 1-141' 1-1/4' 1.144' 1-114• 1414' 7 1-311, 1.38' b 184906 560 Rs 5' Mn. O.C. / (DNS A091e Cape 1 (NO. 17 390 ba 300151 450160 690 be 1700 be 270104 280176 954166 740 00 37416e 720151 948 68 341 Ice 442 605151 1120151 2 Anoka B Mn. O.0.1(2) 245 An990 Ota / (110. 23. 780160 781 Ice 700144 1670151 2525166 640 Re 560144 WA 1120164 746 Ike 680 be 1892166 662160 1927 Me 1060 68 4 Anchors ®35' 6 Anchors A 2.71.1A1•. O.C. / (2) 245 Angle Gips / (Mg. 37 1120168 1120 451 600151 _ 2248155 2254 6.e WA 040151 WA 1059151 WA 1320 Os WA 1022 be FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 SC1 E S FOR EXAST L WESSI EE%HEETS 2.16(6{. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIOypL RESTRICTIONEOHNN •I -IECfS -23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION% • • • • • • • • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. ITERLOWI6ND (3ROIit•Fljl46 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-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL END AT LEAST 3 SCREW THREAIIS BEY• OND THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BEIBTEEI• 18-8 S.S. DR 410 5!E. • • • • • • •• • • • • • • •• •• • • • • •• •• ••• • ••• • • • • • •• • MENT FORMULA: PF ) X ANCHOR CAP., ,,,,,,' _ ANCHOR CAP.,,, `MULLION CAP.,,,,,,00 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 • •5 6 It 0 z 0 2 W 02 1- 2 z lY U a 2 0 N Ai 0) In IY O CO (O 1 1 U O 140 Jf z .o Y O PRODUCT REVISED as complying with the Fidtde Building Code Acceptance No )(-0218-Q3 pinl'en Date SFTTL_ • aDil B Mi Dade Product 1111111/4/ x;9705 y "/UPll',� 4,:' A. L'* 144 MIL'L'R, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• �• •• ••• • •• i••••i • TABLE 16A 3.26" 46 DEO. AL BAY MULL 501n Rectangular Lowing 166 g T10p/mw. Loafing 1 3 42 0 48 In 50.625In 54 01 60 01 63 01 08In 72In 76 In 78In 801n 06 N 10610 111 In 120 In 144 In 1700 170.0 170.0 170.0 170.0 170.0 170.0 181.6 137.4 127.1 02.7 86.2 47.9 44.1 34.9 202 620 708 747 707 885 930 974 1010 008 801 640 568 449 425 384 253 170.0 170.0 170A 170.0 1700 �g 1p 435 624 6011 R0c110001 Loading gg�y ZB 170.0 11 744 MuIHOn Capacity Table (66Nt') Opening Width (for terOcely-6parrin2 mullions) or Opening Hs ght (tor Inrimntey-sp61r113 mullions) 120 In 701n 8011 901n 1001n TrapTO0n0. Lowing 1 Ractrgder LowingLoadng 1 TreaRtng. Rectengdr Laming T ap'rOong. Leafing Reclrpelr Loading Lowing Rectangular Loafing Trap/Ward. Lowing Rect8nWr Laming Trep401900. Leming 140 In ROCWgdar Laming TrepROen9. 1o.685 16011 Rectangular Loaning Trnp/fO9O. Loading 11. 1 1 11, 111 1-1 1 a� 11. 1 i 11 1 Ia 1 g 1 1 10 11 1_ �r! 170.0 478 1700 666 170.0 500 170.0 002 170.0 610 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 1700 521 170.0 1735 170.0 650 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 691 170.0 1275 170.0 677 170.0 1417 170.0 060 1637 1637 170.0 600 140.3 683 170.0 090 170.0 031 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 753 147.1 1552 170.0 758 120.1 1637 1552 612 701 170.0 058 170.0 601 170.0 1110 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 837 155.2 1465 170.0 656 1203 1455 170.0 661 110.6 1456 1 170.0 170.0 170.0 170.0 170.0 1053 170.0 707 170.0 1240 170.0 078 157.1 1300 0700 944 130.7 1300 170.0 908 125.7 1309 163.5 004 104.8 1300 157.1 082 86.0 1300 167.1 11. 524 680 756 001 982 1700 0700 189.8 143.0 132.5 65.4 70.1 45.11 45.0 35.6 20.4 745 709 170.0 1116 170.0 850 102.0 1247 170.0 040 142.5 1247 164.0 903 128.7 1247 162.0 065 1140 1247 144.3 052 95.0 1247 138.2 038 61.4 1247 135.7 170.0 1108 170.0 903 148.4 1100 103.7 905 129.0 1190 147.0 945 116.4 1190 136.5 028 103.0 1100 1204 914 06.6 1100 110.5 400 74.2 1100 118.1 677 134.7 1010 144.5 650 115.4 1010 127.2 842 101.0 1010 114.7 626 60.8 1010 105.6 617 80.8 1010 99.9 607 670 1010 60A 705 57.7 1010 87.6 702 764 114.5 906 122.0 775 96.1 006 107.1 751 85.9 009 00.2 749 76.3 903 88.2 736 08.7 806 02.3 720 57.3 906 74.7 718 40.1 908 71.2 935 593 700 105.0 851 112.5 738 90.8 581 980 725 79.4 061 80.5 713 70.8 881 510 703 63.8 861 75.4 694 530 681 68.1 481 45.4 801 64.6 574 SOS 405 385 331 08.0 648 72.1 544 59.1 548 829 554 51.7 648 58.1 545 40.0 648 50.9 637 41.4 848 47.0 530 44.5 840 41.5 510 25.5 646 38.2 58.6 39.9 588 59.1 490 48.7 506 51.4 491 426 566 45.8 463 37.0 686 41.4 470 34.1 565 381 470 331 459 34.3 508 449 41.2 309 34.2 449 35.7 393 20.9 449 31.7 387 20.6 449 20.6 382 23.0 449 26.1 377 20,0 449 22.7 368 17.1 449 30.5 20.4 36.5 201 425 371 379 31.6 425 32.8 373 27.6 425 20.1 307 24.6 426 26.2 382 221 425 24.0 368 18.4 425 20.7 250 15.6 425 18.8 710 875 511 452 381 343 1 060.3 122.6 110.4 07A 78.8 71.3 64.9 50.5 42.0 39.7 259 21.3 150 1871 1037 1552 1455 1309 1247 1100 1010 900 560 648 565 449 1 11 170.0 170.0 170.0 1700 167.1 135.7 118.1 07.7 70.0 83.7 38.5 28.7 15.0 11 621 800 750 881 982 035 893 789 708 672 507 447 358 364 29.0 328 241 364 25.5 321 210 364 22.8 317 19.4 364 20.5 313 17.5 364 10.7 30/7 233 15.8 253 17.1 230 TABLE 16B Anchor Capacity Table Obs) 1Ncod Meld Anchor Clip Pattems Sul:shale- 273 Concrete 3.5k Coro. Rolm CMU Pied MI PT Anchor Type 3/15' Don nlInacon 114" Eloo Ultraoco w'r Ek* 1.111recon 3/16' Elto 1.111nmen- VC Boo Unrecon 114' SS Ow Agordlater 5/16' E loo Ullmcon 104' SS Ebo AggreGalot 010 81.11 Sore.015) 4112 Med Sod. (05) 812 Wed Screw (05) lbe 560 ba 2 Anchors 0 5' MI0 0.0. / (2) 2x5 AMA 140 0 (F4117. 390 be 390 ba 450 to 80 be 170010 270 101 203 an 154 be 740 tbe 374 Ilas 748 nas 720 Ids 680103 945 be 1092 lba 341 104 682 ke 442 IOW loa 1120 PA 4 Anglo. 0 3.6' Min. OD I (2)23 5 Angle 1370 / (DO. W MO Das 700 IN 790104 157010s 2525 Ma 540 In 560 lba WA 1120101 NIA 1320 lbe WA 1022 ba 1327 lbs 1680 Ite 6 Anchors 0 2.71" tan OD. 1 (2) 20 Ande Cape / fig. 3L 1120 Ma 1120 lba 958 Om 2245 lib 2254 ba WA 840 be N/A 1059 be FIGURE 1: FIGURE 2: • FIGURE 3: • • 1 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 ANO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOB 0442CTOMieNEWN50 SEg SISEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICINONS SHOWSIONCHSETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOnIONS, • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO Ati !01 SIMAICATIM.140110W AND t Reif -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO ME EXTEVAT LEA07 3 SCREW THREADAtEYOND 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 CAPAC4TY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 45" BAY MULLION 0 -J Ed 1 1 lz 03 UJ 1 sr CO MCD 1 co 0 PRODUCT REVISED as complying ainh ihe Florida Iluilding Coda Aorxpr. 16.02.1g.03 Ex indlon Dele 2,021 • FL P.E.9 58705 • • • • .125' .125' 1' X 2' X .125' MULLION 6063-T6 ALUM. X -SECTION .375" MIN. .375' MIN. -j 1.000' �-- .33775" I X 2 X .375' MULLION 6063-T6 ALUM. X -SECTION STANDARD CLIP 6063-T6 ALUM. 2.000' X -SECTION .125' 3.125' 5.500' CUT HERE TO .375' I _ CREATE F -CLIP, SEE r MIN. DETAIL F, SHEET 4 1 Ir L7 -1 I J 1 1 1 r L -t I J .125' -I 1.000' I-- 2.750' .125' 375' 1"X 2.75' X .375' MULLION 6063-T6 ALUM. X -SECTION -.125' 2.125' U -CLIP 6063-T6 ALUM. X -SECTION .740" 338' MIN. - STANDARD CLIP 6063-16 ALUM. /CENTER OF ANCHOR HOLE MUST LIE TOPVIEW -WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1118'. 5.500' .125' .740' OFFSET CUP 6083-T6 ALUM. TOPVIEW .375' MIN. U -CLIP 6063-76 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 +1118`. -I 1.000' 1' X 2.75' X .650' MULLION 8063-T6 ALUM. X -SECTION 3.125' I -1.000"-I 1' X 3.125' X .5' MULLION 606346 ALUM. X -SECTION 2X5 ANGLE CLIP 8083-T6 ALUM. X -SECTION 5.000' .375' MIN. I� 3.188' I -1.250'--I 1.25 X 3.166" X .265' MULLION 6083-T6 ALUM. X -SECTION 2X5 ANGLE CLIP 6083-T8 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 + 1116'. „-__ Mull Dimension (sheet IS) PGT Part Mullion Std. Clip Offset Clip U-Cllp Angle Clip 1" X2" X.125" (5) 86605 668113M 6661118M 668243M 686511M 1" X2' X.375" (6) 686006 668114M 6881119M 666244M 666512M 1" X2.75" X.375" (7) 68807 686115M 6681120M •• 666245M 668513M •• ••) 1" X2.75' )(8650" (8) • • • 6166011 • • s 668116M • 4666121M 866246M 886614M 1" X3.125" X.100" (9)• i 68637&l .66%1118M 43861104M 688242M 666515M 1.25" X3.188"•(•265' in) r 6680in 0686114M 103M 686241M 666516M 1.26" X2.11" X.125" (18) 69370 WA WA N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD:OLLC4WNG DIMCNSI)NAQ. RI TRICTICN4S 3IV:N 41 THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOOIATIGNS & • ANCHOR 4C. • SISTANCE. ••• • ••• • ••• • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F--1.268"-1 1.26' X 2.11' X .125' MULLION 8083-T8 ALUM. X -SECTION Dimension Value (In) For Mullion: A 1.625 B 2.654 1" X2' X.125' Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1" X? X.375" Aluminum C 0.835 Tube Mullion D 0.490 A 1.875 B 3.000 1' X 2.75" X C 0.757 .375 Aluminum D 1.118 lube Mullion E .450 Min. A 1.312 1"X2.75'X B 3.000 .850' C 0.478 Aluminum D 0.838 Tube Mullion A 2.000 B 2.837 1 X3.125' X .500' Alum C 0.863 Tube Mull D 1.137 A 2.625 B 3.262 1.25' X3.188' X.285' Alum C 0.862 Tube Mull D 1.782 1.28'X2.11"X A 1.813 .121" Alum Tube Mull N 43 m O co 1 m 1 W Z N 0 CO J O) n co 8� $O d O �'O OF-`, Y O .CR000LT REVISED as complying with So Mills BuildingCoda ("4"-O�, .03 an Acceptce No pint('., Data SGTRR- $1.021 Mi.. Dodo Product0.,•• •`s 1NN Ito. 8870' UJ .-7`..• . l=LOW'.•' 08/01.1.E- 7 A.LYNNI L Gie:'•E• FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • t -1 1.000" 1- 4.000" -� 1.000• 4.000' -.125" `.125' 1 X 4" X .125' MULLION 806346 ALUM. X -SECTION .125" 1" X 4' X .375" MULLION 6063.76 ALUM. X -SECTION .375" 1.082"--I t .0.63.062" J. ' 1� ■ .43838 ' 4.000" 2.625' .125' .031" .155' 1' X4' X .375' "T" -MULLION 8063-T8 ALUM. X -SECTION .375' 1.25" X 3.25" X.100- 1.25' X 3.25' X .824' 1.25" X 3.94' X .624" MULLION MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. 6005-75 ALUM. X -SECTION X -SECTION X -SECTION .125' 3.469' 125' 1.877" 2.000' .125' .125' STANDARD CLIP 6063.78 ALUM. X -SECTION 5.500' .125' .375CRE 375• 3.125' _CREATTE5 F -CLIP, SEE MIN. DETAIL F, SHEET 4 2.975" E 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•. STANDARD CLIP 6063.76 ALUM. TOPVIEW 740' 1+1 .125' I 0. 2.125' f U•CLIP i I i 8063-T8ALUM. X•SECTION -.1 1---.125" T 2.000' 2X5 ANGLE CLIP 6083T6 ALUM. X -SECTION .125' 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'. 375' 3.250'45' BAY MULLION 6083-18 ALUM. X -SECTION 30° BAY MULLION 6063-76 ALUM. X -SECTION U -CLIP 6083.78 ALUM. TOPVIEW TABLE C • • • • • • • • • 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. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • ••• • ••• 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". 5.000 MIN. Dimension r - 1_7J Por Mullion: I I I I 3.687 r -) O 1.000 .125' I_ _I 2.680 Alunlnun 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•. STANDARD CLIP 6063.76 ALUM. TOPVIEW 740' 1+1 .125' I 0. 2.125' f U•CLIP i I i 8063-T8ALUM. X•SECTION -.1 1---.125" T 2.000' 2X5 ANGLE CLIP 6083T6 ALUM. X -SECTION .125' 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'. 375' 3.250'45' BAY MULLION 6083-18 ALUM. X -SECTION 30° BAY MULLION 6063-76 ALUM. X -SECTION U -CLIP 6083.78 ALUM. TOPVIEW TABLE C • • • • • • • • • 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. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • ••• • ••• 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". 5.000 MIN. Dimension Value (In) Por Mullion: F 3.687 1'X4' X O 1.000 .125' H 2.680 Alunlnun I 3.000 Tuba Mullen F 3.167 1' X4' X G 0.757 .375' H 2.430 Aluminum 1 3.003 Tube IL'r F 2250 1.25' X 3.25' O 0.750 X.100' H 1.500 Aluminum 1 3250 Abe Mullion TABLE C, CONT. Dimension Value (I5) For Mullion: F 1.938 1.25" X 3.25' G 0.500 X.624' H - 1.438 Aluminum I 3.250 Tube Mullion F 2.625 1.25" X 3.94' G 1.125 X.624" H 1.500 Aluminum I 3.260 Tube Mullion F 2.813 30' Bay Mull F 2.876 45' Bey Mull .376' MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW .. ^Mull Dimension (sheet 0) POT Pet 9 Mullion Std. Clip O9wt Clip U•Cllp Angle Clip 1' X4' X.125'(10) 69384 686111M 6681122M 666241M 868516M 1' X4' X.375' (11) 66610 666112M 6681123M 666242M 668519M 1" X4" X.375''1' (11) 66853 666112M 6681123M 686242M 666519M 1.25' X3.25' X.100' (13) 20160 6861127M 6661124M 8662410M 6865115M 0.25' X3.25" X.624' (14) 20161 8861126M 6891125M 6662411M 6865116M 1. ' X3.94" 1(.624' (15) 20162 6861117M 6681128M 666241M 668517M • 30 Degree (19) 66649 NA WA NIA 6665110M . • 45 Degree (20) 66650 NA NA WA 6665111M m (i) Z 0 (7 Z W 2 O 0 U Q Z 0 J O 0 0 1 LU to 0 IW Z O) N aD SO 0 1 O cn l' COUCT REVISED m complying with the Florid. Building Code , ,.__ YL,1$ .03 Accoptan a No E pini Date IF rfieL gal ) i Mi. AiDede Product e�� `���•10ENSE C� ;c � = a, : N0. 511705 •. X. --t ILI Sz- ',�.(, •.•., FLORID?: Mull Dimension (sheet#) PGT Pert* Mullion Std. Clip U -Clip Anglo Clip 2" X4" X.25"(16) 66802 666261M 086271M 6665112M 2" X6" X .25" (17) 68604 666262M 686272M 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" .250' 2' X 4" X .25' MULLION 6063 -TB ALUM. X -SECTION 2'X6"X.25" MULLION 6083.76 ALUM. XSECTION .375" MIN. .375' MIN. 2 2.000' i i A I / i jA % ..i ii.....ff i........./ 1.490' 3.500" 5.500' 125" STANDARD CLIP 6063-T6 ALUM. X -SECTION .125" f CUT HERE TO CREATE F -CLIP. 376' SEE DETAIL F, ,MIN. SHEET - - ----- 3.500' I CREATE F -CLIP, 2 _ SEE DETAIL F. SHEET4 1 -- 3.4 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 • 1/16'. STANDARD CLIP 6063-T6 ALUM. TOPVIEW 2.125" -.11-.125" 2 U -CLIP 6083-T6 ALUM. X -SECTION .125" F.375" 3.438" Ilk 5.500" CUT HERE TO .375• MIN. 3.500' I CREATE F -CLIP, 2 _ SEE DETAIL F. SHEET4 - - _ _ 38. - - _ - 4.888" • • • • •• 5. L J _ STANDARD CLIP 6063-T8 ALUM. TOP VIEW • ••• ••• • • U CLIP, 6063-T8 ALUM. SED FOR 2" X 4" MULLION, SHEET 18 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". 2 i• • • • • • • •• •• • • • • • • •• • • • •• 2 5.438' • • - • • • • • • • • • • • •U -CLIP • • • • • 60.3-T*ALUM• • • sISED FO* 2' *6' MUL(gN, SHEET 17, ••• •TOPVIEY••• • 2X6 ANGLE CLIP 6063-76 ALUM. X -SECTION 3. 5.000" 5.438' 2 5.438" .375" MIN. .375" MIN. 2X5 ANGLE 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+ 1116". 5.000" L.375- 2X5 ANGLE CLIP 6063-T8 ALUM. TOPVIEW MIN. F0 w z 0 1 -J2 W 1-- 2 z 5 1- Z w 0 a 0 yyN N') N km 0 Z 0 0) Z W 2 0 J 0 z 0 J j 2 0 1 m A 3 1 yTZ rn N OD O 7 0 yy0 A- 1 to O y'� Y O 22� FIUDUCT' REVISED as complying with 000 Florid! OniMingCode (-$,$•03 Acceptance No By id/.. Mian e .._ Product* \\11111111/ YNN Grp 1 \\CENSE No. 58705 2. .375" - - MIN. ..1 '. A- F v\ ''/`SS,/QNVAI_ A. LY'I') MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • r f- - --- 38. L J _ / 5.438' 2 5.438" .375" MIN. .375" MIN. 2X5 ANGLE 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+ 1116". 5.000" L.375- 2X5 ANGLE CLIP 6063-T8 ALUM. TOPVIEW MIN. F0 w z 0 1 -J2 W 1-- 2 z 5 1- Z w 0 a 0 yyN N') N km 0 Z 0 0) Z W 2 0 J 0 z 0 J j 2 0 1 m A 3 1 yTZ rn N OD O 7 0 yy0 A- 1 to O y'� Y O 22� FIUDUCT' REVISED as complying with 000 Florid! OniMingCode (-$,$•03 Acceptance No By id/.. Mian e .._ Product* \\11111111/ YNN Grp 1 \\CENSE No. 58705 2. .375" - - MIN. ..1 '. A- F v\ ''/`SS,/QNVAI_ A. LY'I') MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • 4 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD 7Y MULLION LENGTH _=� �SEE FENESTRATION PRODUCTS APPROVAL \ ..- SEE DETAILS, SHEETS 2-3 _ _ 4 SEE SHEETS r 2,3 _ 1 _ 4 - F NO ANCHORS N WINDOW SILL 32' II 32' - 1I --MULL WIDTH OPENING WIDTH 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 +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' 65'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION 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 +80.0/-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 IS +1-58.3 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 635 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 612 ANCHORS AND THE 2X5 ANGLE CLIPS 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 MULUONS 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 MULLION 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 ( 636 LBS ) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -1 r^ VERTICALI BULLION LENGTH 6 OPENING HEIGHT FOR HORIZ. MULLION 7Y I 36', HORIZ. 36', HORIL L MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE 15 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 MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+i"=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 MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-55.0 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 = 80') HAS A DESIGN PRESSURE OF +1.64.7 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 IS NOW KNOWN THAT THE MULUON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=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 (35.1/2'+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 CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2" 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 38" AND THE OPENING HEIGHT IS 32"+72'+2" =108'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAVTRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250' MULLION (0 LENGTH = 42', OPENING HEIGHT = 120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 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 MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 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 THE U -CLIP IN THE HORIZONTAL MULLI84,70 VERj14AL �1�L�014USTH: iE HOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. V ITCH IS GRE•TE51, AND TI•ERVORIE SUITAFLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A#12 STEEL SCREW. •• ••• •• • • • •• FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: +1.64,7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION AlRAOHOOTO THE VORTICALMULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND%'OUL• A APPLY TOALL)F O16 MULLIONS. • 1` • VERIFY THE DESIGN PRESSURE OF THE FENES TION PiDiULfS UED Wit TI S RRJLL)(M SYS ItM.2HE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASS . FINl . ESIGN licaSU E�2EEQUIRE�"fd/�T T TH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Z 0 J 2 W mco ce D Z_ Z N W U a 10 N 11Ts y1 km W a 8 1 D.' 0 M ID g 1 Q 2 0) Mo 0 AN- co - z 0 Fgs.0) 6% 0 0 PRODUCT REVISED as complying with the Florae Building Code /6.0215.03 Acceptance No piralion Dale ;171 W(.. 202 �/ ► BM Minm Dade Product \\111111!1„ \,\\UNC LYNN 'eC•, 4o. 53705 '. {)'• STATE 0' .:..J A. LYNN MIULER. P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • OP EXAMPLES OF RECTANGULAR LOADING: / SH/DH il f % 'l / / SH/DH i • • •• • •• • •• • •• • • • 11/, HINGED DOOR _ 00 / II LOADING OF VERTICAL MULLION SIU. OF WINDOWS NOT ANCHORED SH/DH SH/DH 1 v (Pr - 1 , _ALA LOADING OF VERTICAL MULUON WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS PW •• • O7• • • i • • • • • • • • •• LOADIUGAV VERVCAL • • • • • • • MULLION ;,'//f / / i • • •• • •• • •• • •• • • • 11/, HINGED DOOR _ 00 / 5-• I LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS PW •• • O7• • • i • • • • • • • • •• LOADIUGAV VERVCAL • • • • • • • MULLION SH/DH LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULUON NOTES: 1) DRAWINGS 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. N IS N 0 0 (0 1 Z A rn O y z ^i(GGUCT REVISED as complying with Y• Florida Building Code Acognance No E. ind', Dale No. 5870S • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;,'//f / • r• /<::' • i• i • • •• • •• • •• • •• • • • 11/, • •• •• •• •• •• •• • •• •••• •• • • • • •_.....• •— 5-• SH/DH LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULUON NOTES: 1) DRAWINGS 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. N IS N 0 0 (0 1 Z A rn O y z ^i(GGUCT REVISED as complying with Y• Florida Building Code Acognance No E. ind', Dale No. 5870S • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •