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WS-11-20-2627, 705 NE 95th StLocation Address Parcel Number 705 NE 95TH ST, Miami Shores, FL 33138 1132060142120 Contacts MARILYN ARKIN Owner UBALDO BLANCO GC INC Contractor 705 NE 95 ST, MIAMI SHORES, FL 331382514 UBALDO BLANCO Business: 3052195717 UBLANCO1773@GMAIL.COM Other:3058858083 i Description: REPLACING 2 DOORS AND 14 WINDOWS FOR IMPACT RESISTANCE ` Valuation: $ 22,100.00 j } Total Sq Feet: - 0.00 Inspection Requests i -% 51' Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $4.60 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $303.40 Payments Date Paid Amt Paid Total Fees $303.40 Check# 15829 12/15/2020 $253.40 Credit Card 11/16/2020 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. December 15, 2020 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 705 NE 95TH ST, Miami Shores, FL 33138 1132060142120 I Contacts MARILYN ARKIN Owner UBALDO BLANCO GC INC Contractor 705 NE 95 ST, MIAMI SHORES, FL 331382514 UBALDO BLANCO Business: 3052195717 UBLANCO1773@GMAIL.COM Other:3058858083 Inspection Requests: Description: REPLACING 2 DOORS AND 14 WINDOWS FOR Valuation: $ 22,100.00 305-76 4949 IMPACT RESISTANCE Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $4.60 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $303.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $303.40 Check # 15829 12/15/2020 $253.40 Credit Card 11/16/2020 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, FjtOOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and t t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contr dd the work stated. /?I Authorized Signature: Owner / Applicant / Contractor / December 15, 2020 Date Page 2 of 2 Miami Shores Villagec�i��a 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING F BC 20 F-1- Master Permit No. Uz Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [—]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: V -=_ 101�__ C� City- Miami Chnrac (nunty• Miami nario 7in• Folio/Parcel#: \ �-3zcAc' " k�o 4- - Z-�5 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: _Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder : \ r \y 1�LPhonet�1 71!�;) Address:___70S City: �)�'��' �S State: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Nprpe Address City: A 1 }-J Qualifier Name: e -n1 T�' State Certification or Registration DESIGNER: Architect/Engineer: 0 -I Phone#�--.:s Phone4.�'`� Certificate of Competency #: Phone#: Address: City: State Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Additiorl ❑ Alteration ❑ New Repai' Replace ISJW Descrip;ionI'T Work N2-t .b %Y, Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ Zip: ❑ DemoJition CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ �7_ 3 - 40 Bonding Company's Name (if a�� able) Bonding Company's Address `y City State Mortgage Lender's Name (if app -cble) _V,_L] 1' Mortgage Lender's A dress City State Zip r, 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 on 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 _ OWNER or AGENT The foregoing instrcumea ackno led ed before me this day , 20 by who is ersonally known to me or who has produced_ -A��2 �� as identification and who i k an oath. NOTARY PUBLIC: Pri Signature -4�q ' IVQ4 CONTRACTOR The foregoing instrument was ckno ledged before me this day o ` 20 by viho i ersonally known to me or who has produced , _7T�— as identification and w1w did take an oath. NOTARY PUBLIC: Sign:_ Print• Seal: Notary PubliLGG -StateFlorida Seal: -=•� E i Commissio103My Comm. Ex4,2022Bonded through Nary Assn. APPROVED BY OU-kPlans Examiner G NETTE)ZORIGUEZ Notary Public - State of Florida Commission # GG 222103 My Comm. Expires May 24, 2022 Bonded through National Notary Assn. ************** Zoning (Revised02/24/2014) Structural Review Clerk Address Owner Name Folio SEARCH: 705 NE 95 ST PROPERTY INFORMATION Folio: 11-3206-014-2120 Sub -Division: MIAMI SHORES SEC 2 Property Address 705 NE 95 ST Owner BURT ARKIN TRS BURT ARKIN FAMLY TRUST MARILYN ARKIN TRS MARILYN ARKIN FAMILY TRUST Mailing Address 705 NE 95 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 1 Floors 1 Living Units 1 Suite D Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: -wz( Qualifier/Owner Signature Date uv�) V�qo<�� Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Buildin Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least I egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:1 1/17/2014 STATE OF FLORIDA D : A r ,, CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridilicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 STATE OF FLORIDA DEPARTMENT k f" OF BUSINESS AND PROFESSIONAL REGULATION CGC047289 ISSUED:07/06/2020 CERTIFIED GENERAL CONTRACTOR BLANCO, UBALDO UBALDO BLANCO G C INC Signature LICENSED UND CHAPTER 489, FLORIDA STATUTES EXPIRATION DATE: AUGUST 31, 2022 Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER: CGC047289 EXPIRATION DATE: AUGUST 31, 2022 THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES BLANCO, UBALDO •°' UBALDO BLANCO G C INC 437 GOLDEN ISLES DRIVE, APT #8F•,•• HALLANDALE FL 33009 ❑ w•J e • 16 ISSUED: 07/06/2020 Always verify licenses online at MyFioridaLicense.com Do not alter this document in an form. This is your license, It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami Dade County, State of Florida .IS IS N01 A Pil i DO NO I PAY 5509246 MUSINFS& NAMr/LOCATSON UBALDO BLANCO GC INC DOING BUS IN DADE CO MIAMI, FL 33000 DIN N E R UBALDO BLANCO GC INC Worker(s) RECEIPT NO. RENEWAL 4704996 EXPIRES SEPTEMBER 30,2021 Must be, displayed at ' place of business Pursuaril to County Code (;haplorSA Art. 9&10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC047289 PAYMENT RECEIVED BY T.AX COLLECTOR 75.00 07/27/2020 CRE D ITCARD-20-060389 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. For more information, visit www.miamidade.uavltaxcollector ACORfl,,, CERTIFICATE OF LIABILITY INSURANCE D1ATE 0/05/2020) PRODUCER 305-227-0082 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION CAROLINA INSURANCE CONSULTANTS ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SUITE 116 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- 8250 W FLAGLER STREET MIAMI, FL 33144 INSURED UBALDO BLANCO GC, INC 437 GOLDEN ISLES DR # 8F HALLANDALE BEACH, FL 33009 INSURERS AFFORDING COVERAGE INSURER A: WESTERN WORLD INSURANCE_ COMPANY INSURER B: ' INSURER C: INSURER 0: INSURER E:--�^---�-- THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDI T ION OF .ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SIIOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 1 - —v`T——------ T POLICY EFFECTIVE POLICY EXPIRATION R TYPE OF INSURANCE POLICY NUMBER I D D ❑D LIMITS I GENERALLIA131LITY j EACH OCCURRENCE $ 1,000,000 A OMMERCIALGENERALLIABILITY ` NPP8508583 X COMMERCIAL GENERAL LIABILITY I CLAIMS MADE ! X7 OCCUR 1 03/10/2020 03/10/2021 FIRE DAMAGE (Any one fire) $ 100,000 ; MED EXP (Any one person) $ 5,000 { I � I PERSONAL A AOV INJURY S 1 000,000 GENERALAGGREGATE S 2,000,000 PRODUCTS - COM PLOP AGG i $ 2,000,000 GEN'L AGGREGATE LIMIT .APPLIES PER X POLICY'^ 1' "0- LO I IJECT ... AUTOMOBILE LIABILITY I t ANY AUTO + COMBINED SINGLE LIMIT (Ea accident) S . 5001LY INJURY I (Per Person) S 1 A!,L OWNED AUTOS SGt;EDULED AUTOS 1 HIRED AW DS NON-OWNEDAUTCS(Peraccident) BODILY INJURY . S S ..._..._ ___..._........ ..... .—_.._......... _..__......_.._.-. I PROPERTY DAMAGE (Per accident) GARAGE LIABILITY I I AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG -- S ANY AUTO � I $ 1 EXCESS LIABILITY { OCCUR L CLAIMS MADE ! EACH OCCURRENCE AGGREGATE $ $ 5 DEDUCTIBLE �� I RETCNTON I COMPEN PEN WORKERS COMPENSATION AND O H- I WC STATU- I�1TORY LIMITS ER d --- EMPLOYERS' LIABILITY E.L. EACH ACGDEDIT ----- S E.L. DISEASE - EA EMPLOYEE S I !!! E.L. DISEASE -POLICY LIMIT OTHER f DESCRIPTION OF OPERATION SILOCATIONSIVEH)CLESIEXC LU SION S ADDED BY ENDORSEMENTISPECIAL PROVISIONS GENERAL CONTRACTOR UBALDO BLANCO LICENSE # CGC047289 IS COVERED UNDER THIS INSURANCE. CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED UNDER THE GENERAL LIABILITY POLICY. CERTIFICATE HOLDER ! ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL -_.30 ._._ DAYS WRITTEN !i MIAMI SHORES VILLAGE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL BUILDING DIVISION IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 10050 NE 2ND AVE, REPRESENTATIVES. I i MIAMI SHORES FL, 33138 AUTHORIZED REPRESENTATIVE ACORD 25-5 (7197) o ACORD CORPORATION 1988 6 _ a a WE JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/10/2020 PERSON: UBALDO BLANCO FEIN: 651096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO G C INC 437 GOLDEN ISLES DR #8F HALLANDALE, FL 33009 SCOPE OF BUSINESS OR TRADE: Contractor -Project Manager, Construction Executive, Construction Manager or Construction Superintendent EXPIRATION DATE: 9/10/2022 EMAIL: CF3612@GMAIL.COM IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01218504 QUESTIONS? (850) 413-1609 UBALDO BLANCO,G,C,INC 437 GOLDEN ISLES DR,#8-F CELL # 305-219-5717 HALANDALE, FL,33009 LICENSE #CGC047289 DATE: ID STATE OFFAO ') COUNTY LICENSED & INSURED BEFORE ME THIS DAY PERSONALLY AP PEARED J HO BEING DULY A SWONN,DEPOSES AND SAYS: THAT HE OR SHE WILL BE THE ONLY PERSON WORKING ON THE PROJECT LOCATED AT: -7 INS QIP-. Qk�' � � 0 5�, l C04TRACTOR SIGNATURE SWORN TO ( R AFFI MED) A D SUBSCRIBED BEFORE ME THIa�� DAY O 20Z, BY4 C, O PERSONALLY KNOW OR PRODUCE TYPE OF IDENTIFIC, ,o�*AYPu'•., ivETTE RODRIGUEZ :? Notary Public - State of Florida os Commission # GG 222103 My Comm. Expires May 24, 2022 Bonded through National Notary Assn. PRINT,TYPE OR STAMP NAMY OF NOTARY Notice to Owner — Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is tiled or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: G�vner State of Florida County of Miami -Dade The foregoin was acknowledge before me thi� day " iy��C��►.1 ", , � ��1 �� who is personally known to me or has produced as /y Pie IV ETTE RODRIGUEZ Nota �' ?k- Notary Public . State of Florida o` Commission # GG 222103 My Comm. Expires May 24, 2022 SEAL: Bonded through National Notary Assn. PAGE 1 OF UBALDO BLANCO.G.C,INC 437 GOLDEN ISLES DR,#8-F CELL # 305-219-5717 HALANDALE, FL,33009 LICENSE #CGC047289 LICENSED & INSURED a CUSTOMER(A-AN% \ N ADDRESS CAS 5V HOME# THUS CONTRACT, AGREEMENT BETWEEN RAUL S RODRIGUEZ(THE WINDOWMAN) AND 2\'3 HE �FTEJ REFERR D TO AS THE WNER(s) OF PROOQSED IMPROVEMENT TO L ar TO_ T IR H EON THEtFOLLOWING DATE ) "'fHE CONTRACT AGREES ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE. -NO STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE ARE INCLUDED IN THIS AGREEMENT,IMPORTANT THAT THE OWNER RECOGNIZE THAT ONCE PHASE OF PROJECT IS COMPLETED AND MATERIALS ARE IN PLACE IS THE OWNER(s) RESPONSIBILITY. * THEIR SHALL BE NO PENALTY FOR FAILURE TO START OR COMPLETE THE PROJECT IN THE PROJECTED TIME FRAME AS THE RESULT OF ADVERSE WEATHER CONDITION OR OBSTACLES BEYOND OUR CONTROL. THE FOLLOWING ITEMS ARE NOT INCLUDED IN THIS AGREEMENT AND ARF SOLE RESPONSIBILITY OF OWNER( THE FOLLOWING ITEMS ARE INCLUDED IN THIS AG-i EMENNT� ` ac—cr''J5- }1LclL�tS�?,tier (b)�rsj-\ c7. vas (c) w C,% (d jri—�r�w t��Z A - PAGE 2OF 3 *THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION OF THE FOLLOWING: k MGF (s PR DU T(s) DESCRIPT10 (4)(16) SIA --(41 T) (5) V- CZ-74-'rj,aS (17) (6)\A(0 -f,,z-fo (18) (21 } (10) 22 ) (11)� `�'S! (23) (12)"VVt-; TZ-Q (24) 'THE TOTAL SUM OF THIS PROJECT IS $ ' AND SHALL BE PAY AS FOLLOWS: A-t�o (A)50% DEPOSIT(NON-REFUNDABLE) UPON ACCEPTANCE OF THIS AGREEMENT -A PAYABLE TO �� 1�d� �� FOR THE SUM OF ��bb'�' (B)THE OWNER SHALL BE RESPONSIBLE FOR COMPENSATING TqE C N—TlR CTOR FOR PERMITS ENGINEERING AND SUBMITTAL PROCESS FEE $ IVA6,- c T. (C)THE BALANCE FOR THE SUM OF $ � 0 SHALL BE PAY TO THE CONTRACTOR U ON CO PLE.11ON OF T&P,%0JECT. (D)— - ' AL WORK CA S A ONE EA GU, ' A 7 owner gnat re ate owner signature date WEAR & TEAR. re date . ...... .... ,ni Product Approval Review Form IS.. ... Contract o � t �nj� ••• •••Lot:••• ... %6ck.- # Opening Location Size NOA Number NpA:D•es"rl � );essue.ilre racing Opening Required Pressure Rating Egress Requirement VA\ :45 (Room Name) Width Height (+) sf F- s + sf - psf Yes No Yes No QS -� �"� -�-� � ?� T�3 ��- Cab � �' �� - I��-�, --� � •03 C.'`-4- o4 t% 43 17) i �`7" �� Q�p�� .�� 14� ! �.v I! it i• �f I i ->4-s, I Ste^ p�O`�1_01 i®{ �I _- _ _ ? �� ! S _d�-��_�� I c� Q -� I I !I E _ O V J Z i i I Mt 11 it I I II C I i II 11 1 i IC it —i i s APPROVED BY DATE ZONING DEPT PLDG DEPT 4 '1lln.IFrT TC) rnMPI IANrF WITH AI I FFnp �k, . .... . . .... .... . ...... . ... . ..... . . . ... . . . . .. . Product Approval Review Form Contractor:\% ( . ••• 06•Lot:•o• '•' %18ck:- pfnE2�q2 # Opening � Location Size NOA Number '• jlQA:ays3lM •• 446-4s"* a s*ating' ' ' Opening Requires; Pressure Rating Egress Requirement (Room Name) • •' Width Height (t ) sf sP (+) sf - PSf Yes No Yeil No Nam- v I �X1- I� C �-- ©�`-�'� 0� II C�-� K3. o 1 li i �!D — l 6 1-76 II J� v z�.T-'' V'O �� T-'� �I`'�'�I ✓�' 1 I� I ��Z� ��%�p'V i `7� " ��-�0•CI'b� i� �y•� I! I�JII�� c�3a I li II it i i II � It i ; - .: _. it i i.. .. jl M �'- _.. if i I_ �I II it i i i ifif a a i tt it + 6 RAMMS CNGINCCRING, INC.-�--� 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. -- Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5--= V llsf Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum) _ _Effectiv9, Wind Area or, Tributary Area) in Square Feet 10 20 C 30 40 50 60 1.00 0.95 0.89 0.88 0.86 15 rr 40.4 38. ti 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maxi um) Effective ind Area(Qr Tributary Area) in Square Feet ;.. 10 20 30 40 50 •. • ; 60 0 -. - -0.99 -0.98 •• •••-0.96:" 15 -43.8 -42.0 -40.9 -40.2 -39.6 " "'--39.1 20 -46.4 -44.4 -43.3 -42.5 -41. 9 • • • • o-41.4; • • 25 -48.4 -46.4 -45.2 -44.4 -43.8 • • 9 • • -43.2 • • 30 -50.5 -48.4 -47.2 -46.3 -45.6 " " -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 : • ; 47.8• • 50 -56.2 -53.8 -52.5 -51.5 -50.7 • • -,-50. 1: 60 -58.2 -55.8 -54.4 -53.4 -52.6 or '-52.0." Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Ma um Effective Wind Area r, Tributary Jw- Area) in Square Feet 10 20 30 40 50 60 -1 -1.29 -1 3 -1.19 -1.15 -1.13 15 -54. -50.4 7-48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 = -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71 9 -67 0 -64 2 -62 2 -60 6 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLATRQOFfS'L !� i Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever,i�ller', but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof hei , io ty ` THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE, TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY •YF`Y. ROBERT MONSOUR. .. .. . . . .. .. . . . . . . . . . . . f • . . . .. .. . ..... lz� y,?e 3qx 4� �xsx�c� &1-�-54 I )*�*-((IC. ��,�oso27�1 �CA -2:71 z� nLY VC 11) 04 -Sys w s IQ •• •• • • • •• •• • • • ••• • • • • ••• • • • •• . • • • • • •• • • • • • ••• • • • • •• • •• • • • • • ••• • 3 -774-% m . .... . . .... .... . ...... . ... . ....: : . ....... .... .... ... ... . ... ... ... . ... . too I'll, ..... . CZ) \O•o� M IAM 1•D,ADE ME DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION -E�ACCEPTANCE (NOA)_ PGT Industries, 1070 Technology North Venice, FI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy YZ)\S1%1-4Z3 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or mat s o meet t e r ments of the applicable building code. This product is approv s described herei ed to comply with the Florida Building Code, including the urricane Zone. - DESCRIPTION: Series um Single Hung Window — L.M.I. • APPROVAL DOCUMENT: Drawing No. 7700NOA-1, tit e �• ung histall (LM)"..;. sheets 1 through 11 of 11, dated 04/01 /18, prepared by manufacturer, signed and tt leii by Ut"y Lynn •. o • Miller, P.E., bearing the Miami -Dade Countyal stam�p4with the Notice �I' • Acceptance number and ap y t e Miami- a unty Product Contro • • ion. • ; • • .. MISSILE IMPACT ING: Large and Small Missile Impact Resistant ' .. : • • • • • • LABELING: Each unit s a ermanent label with the manufac Be! Zr logo Z state • � � • .• •• 7. ,...�. model/series, and following statement: Miami- a e oun ro uct Control App1 � � �d , unless .otherwise noted herein. • • . . .. . ...... RENEWAL of this NOA shall be considered after a renewal application has beet/ filed and t;ere•ha's beef....; no change in the applicable building code negatively affecting the performance of thYSprdduct..'.". ' .... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY pGNOA No. 18-0430.06 V E t i xpiration Date: August 23, 2023 S f j%✓ t 8 Approval Date: August 23, 2018 r Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis.Ortega, P.$•.... .. • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • . • 2) Uniform Static Air Pressure Test, Loading P8f MC, TAS 202-94 • • • •' • 3) Water Resistance Test, per FBC, TAS 202-Nr • • • :....: 4) Large Missile Impact Test per FBC, TAS 201 94• ; • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAC-29 i-94 .... • • • • • • ..:.. • 6) Forced Entry Test, per FBC 2411.3.2.1, and eAS 202-44 • • • • •; • window, prepared by Fenestration Testing Laboratory, Inc., Tas *Vtorts No.' '. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.J• • • • • •; ••••• C. nchor verificatio calculations and structural analysis, complying with FBC 611 dition (2017), ted 04/23/18, prepared by manufacturer, signed ealed by 7'Anth ony Ly iller, P.E. azin plies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel rez lProduct ContrgE r NOA No.U6 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6' Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 s Manuel PeVaner .E. Product Control E NOA No. 18.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 I THI$PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE �. LORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE 20NE (HVHZ1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED.. USE ONLY GLASS TYPES 17, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER / CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING (! JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 1 F SACR Cr1NFIGI IR ATI(1NR AAlrl CHADDS WIDTH T WIDTH �-�— --r H T r-- --, —►� (� WIDTH T � � O x RECTANGULAR WITH EQUAL LITE SASH x x C7 RADIUS -TOP WITH PROVIEW SASH x RECTANGULAR WITH CUSTOM SASH ALL ES WTKALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. �17-13/16" MAX. O.C/--, DESIGN PRESSURE RATING IMPACT RATING 18-3/8" MAX. VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 17- (17-1/34 4" BUCK) 4 ' !4" O.C, I < 112" MAX. 9-MAX 19" MAX. BUCK) 52-118" MAX. BUCK WIDTH �_ ",MAXO.C. (— 4-11/16" MAX. D, SEE SHEETS 8 & 9 _ i1 SHEET 10A, SEE C SEE SHEET 10 *SHEETS8&9, I 17-3/16" N1AX. O.C. MAX. 83" TIP MAX12-1116U BUCK 4 IP HEIGHT EQUALLY SPACED EIGHT E ANCHORS PER 13-5/. TABLES 6 & 7 j ---- -� 5" MAX _} -1/2" MAX 0C (9" MAX. BUCK)BNO ANCHORS AT SILLD 53-116" MAX. TIP TO TIP WIDTH 1"WEEP NOTCH 4-11/16" MAX. �y WEEP NOTCH AT EACH END AT EACH END ELEVATION FOR TYP. FLANG ELEVATION FOR TYP. FIN FRAME SHOWN WITH SHOWN TART F 'I AI 1 lIINARI F r_I OCC WITH EQUAL-LITE CONFIGURATION TVDFC EQUAL-LITE CONFIGURATION Glass QaaqrIptIon (Listed from Exterior to Interior) Table # _ 1 1l8"AN, 090" PVB. 1/8" AN 2 A ,AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, 090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, 090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN..090" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .090" SG, 3/16" HIS 5 10 13116" LIG: 1/8" AN CAP. AIRSPACE, 118" HS, 090" SG, 118" HS 5 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13/16" LIG 1/8" TP CAM PIRSPA(Z,. G !8" S • 5 13 13/16" LIG 118" TP C*P, AIRSPAQF, 3/16'#.N, 4m;(Ob Cy3/1G" AEI 5 14 13116" LIG: 3116" ANC .AIR CE V H .0 _ SG,•1 " HS 5 15 13/16" LIG: 3/16" TP may, AIFWI"E, 140IpHS, .(WO" SG 11W H!Oj 5 USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE T 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). SG= KURARAY SENTRYGLAS' INTERLAYER BY GENERAL NOTES ... 1 CODES / STANDARDS USED. KURARAY AMERICA, INC. ELEVATIONS ..._... 1 • PV6 *WRARAY0T&WIFjL4 WVB INTERLAYER BY DESIGN PRESSURES / GLAZING DETAILS.. 2-4 •2017 FLORIDA BUILDING CODE Wgt6 6 TION •KURARAY AMERICO, INC. • ANCHOR QUANTITIES 5-6 •ASTM E1300-09 • w • 9 OAN=•NNEALED w • ._ INSTALLATION, FLANGE ._. ANSI/AF&PA NDS-2015 FOR WOAD WNSsTRUCTIQN • OHS = REAT,WREN•THENEI• ........... ...... ..............__...7 INSTALLATION, EQUAL LEG...... -ALUMINUM DESIGN MANUAL, ABM-2415! • w TP = 1E�IPERED e • e • ._...8 -' -'' " INSTALLATION, INTEGRAL FIN......._.......__........ 9 .AISI S100-12 • • • EXTRUSION PROFILES..__... 10 -AISC 360-10 ._._._...._.. ASSEMBLY & PARTS LIST.. - ._.. 11 LU F w p U) } >> CO z O O m a Un O Z d J O ti Z LL 0 s _ W � O p c) U o o ^. LU Z00 < O ? F¢- Z a o Z o U) Z O H = Q W O © LL1 J ob s (7 W = Z I- Z O � Z Q 0_ O O^ of O W Z r- 2 J W W U` ,VYILYN/y a��•' •1)GENSF ' /�C� :� * : No. 58705 *_ �O `•. ST TTE OF F A. LYNN MILLER, P.E. P.E.# 58705 - Bouom sash Description Nr Given Range sash Heignt Range (in) Design Pressure (Ibsltt2) f Glass Types 2 to Tip Width 18" 25" f 33" 3T' 41" 45" 49" 531J8' 24' Equal -lice 12,464 +65.0 -80.0 +65 0 -80 0 ; +65.0 -80.0 +65. 0 +65.0 -80.0 +650 -80 0 +65.0 -80.0 +65.0 -80.0 Equal -life 15. 964 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65 0 -80 0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 31" Standard Pro 12.994 - 15 963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80 0 +65 0 -1 +65.0 -80.0 +65.0 -60 0 +65.0 -80 0 Shortest 12.464 - 12 993 +65.0 80.0 «65.0 -80 0 +65.0 80.0 +65 0 80.0 +65.0 -80.0 +65.0 I -80.0 +65 0 -80 0 .. +65.0 -80.0 Equal -lire 19.652 -65.0 -80.0 +65.0 -80 0 +65.0 -8D 0 -65 0 -BO +65.0 -80.0 +65.0 -80.0 1 -65 0 -80 0 1 +65 0 : -80 0 Standard Proview 15.944 - 19.651 +65.0 -80.0 +65.0 -80 0 . -65.0 -80 0 +65.0 -80 0 +65.0 -80.0 +65.0 1 -80 0 +65 0 -80.0 +65.0 -80-0 38-3r8' Custom Size 15 131 - 15 943 +65 0 -80.0 +65.0 1 -80 0 +55.0 -80.0 +65 0 800 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65 0 -8D.0 Custom Size 14. 131 - 15 130 1 +65 0 -80.0 +65.0 ; -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 ' -80.0 +65.0 -80.0 +650 -80 0 +65 0 -80 0 Shortest 12.464-14. 130 1 165.0 -80.0 +65.0 -80.0 +65.0 80.0 +(15.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Eq al-lite 22.964 ' +65,0 -80.0 +65.0 + 80 0 65A -80 0 +65.0 -80 0 +65.0 -80.0 +65.0 -80-0 +65.0 -810 +65 C -80.0 Custom Size Standard Purview 20.131 - 22 963 18.594 - 20.130 1 +65.0 «65.0 -80.0 -80.0 +65.0 +65.0 80 0 EO 0 +65.0 +65.0 .80.0 80.0 + 65 0 +65 -80 0 --80 D +65.0 65 0 80.0 -80.0 +65.0 +55.0 r -&0.0 -80.0 +65 0 +65 0 -80 0 -BO 0 +65 0 .80.0 +65 0, -90 0 45" Custom Size 16. 131 - 18 593 ' +65 0 -80.0 +65.0 f 80 0 ! +65.0 80.0 +65.0 � -1 6 0 -80.0 +65.0 j -80.0 +65.0 -80 0 +65.0 -50.0 Custom Size 15 131- 16.130 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 ! -80.0 j +65 0 -80.0 +65.0 -00. D +65.0 -80 0 +65.0 -80.0 Custom Size 14.131 -1 130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65 0 80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80 0 Shortest 12.464 - 14 130 +65.0 -80.0 +65.0 -80.0 «65.0 80.0 +65.0 -80 D +65.0 -80.0 *65.0 -80.D «65.0 -80.0 +65.0 -80.0 Equal-Ilte 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -800 +65.0 -800 Custom Size 22.131 - 24.963 +65.0 -80.0 +65.0 -BO 0 +65.0 -80.0 +65.0 -80.0 ! +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +65.0 -80.0 Standard Pro- 20 194 22. 130 +65.0 -80.0 -65.0 -80.0 1 +65.0 .80.0 +65 0 -80.0 1 +65.0 -80.0 +55.0 -80.0 +65 0 -80 0 I +65.0 -80.0 49' Custom Size Custom Size 18.1,31 - 20.193 16. 131 - 18. 130W15-80.0 -65.0 -80.0 +55.0 -80 0 +65.0 j -83.0 +65.0 +65.0 8D.0 80.0 +65 0 .65.0 800 -80.0 j +65.0 *65 0 -80.0 -00.0 +65.0 +65.0 1 -80.0 -80.0 +65 0 +65 0 -80.0 -80 0 -65 0 80 0 +655 0 -80 0 Custom Size 14. 131 - 16. 130-80.0 +65 0 -80 0 +65. D 80.0 +65.0 80.0 *65.0 -BO.D +61' 0 -80 0 *65 0 80 0 +65.0 -77.6 Shortest 12464 - 11.1311-80.0 +65.0 -80.0 ! +65.0 80.0 +65.0 -80.0 +65 D -AD 0 +65.0 -BD.0 +65.0 -80.0 +65.0 -75.1 a' Equal-lite 25.777 -80.0 +65.0 -80.0 : +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80 0 a Custom Size 24.131 - 25.776-80.0 +65.0 1 -800 +65.0 -800 +65.0 -80.0 +65.0 -600 +65.0 1 -80.0 +650 -80.0 +650 -800 Slandartl ProWew 20.844 - 24. 130-800 +650 -800 +65.0 -80.0 +650 -80.0 +65.0 -B00 +65.0 800 +650 -80.0 +650 -BO0 n 50 5!8 Custom Size 20 131 - 20 843-800 +650 80 0 +650 -800 +650 -F. 3 +65. D -80.0 +65.0 -800 +650 Custom Size 18131 -20 130 + -80.0 +65.0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80 0 1 +65.0 -80.0 Custom Size 1 16.131 18. 130 .650 -80.0 +fi 5.0 -80.0 +65.0 1 -80.0 «650 -80.0 j +65.0 800 *65.0 80.0 +65 0 -80 0 +65.0 -77.6 Custom Size iat31 - i6. 130 +65.0 -80.0 +65.0 -80.0 +65 0 80.0 +65 U -80.0 +65.0 -- -80.0 +65.0 80.0 +65 0 80 0 +65 0 -75 1 Shortest 12.464 - 14. 130 +65 0 -80.0 +65.0 -80.0 - +65.0 . 80.0 +65 0 -80.0 65.0 80.0 650 80.0 65.0 -80,0 65 0 73 9 Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +65 0 -BD.0 +65 0 -80.0 +65.0 80.0 +65.0 -80.0 +650 -BD 0 +65 0 -80.0 Custom Size 28. 131 - 31.953 +65.0 -80 0 +65 0 -80.0 +65.0 ! -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -77.6 Standard Prodew 25,794 - 28. 130 +65.0 -80 D +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80 0 +65.0 1 -73.9 Custom Size 24.131 - 25. 793 +65.0 680.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 ! -72.7 6S Custom Size 22.131 - 24 130 +65 0 -80.0 +65.0 -80.0 +65.0 -86.0 +65.0 -80.0 +65.0 -80 0 +65.0 .80.0 +65.0 1.78.8 +65.0 -70.5 Custom Size 20.131 - 22 130 +65.0 ! -80 0 +65.0 -80.0 *65.0 -80.0 +65.0 -80.0 +65.0 80 0 +65.0 -80.0 +65.0 -77 1 +65.0 1 -68.4 Custom Size 18. 131 - 20. 130 +65.0 1 -80.0 +65 D 80,0 +65.0 -80.0 +55 0 -80.0 +65.0 _ -80 0 +65 0 -80.0 +65.0 -75.4 +65.0 -66.5 Custom Size 16. 131 - 18. 130 +65.0 ' -80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -50 0 +65.0 -77.1 +65.0 -73.8 +64.7 -64.7 Shortest 4' - 16. 130 +65.0 -80.0 +65.0 -80.0 +65.0 ; -80.0 -800 +65.0 -75.9 +65.0 -71.8 +65 0 -68.2 +62.3 i -62.3 Equal-Ilte 38.464 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 65.0 80.0 +65.0 -80.0 -80.0 +65.0 -80. G +65 0 1 -80.0 +fi5.0 1 -80.0 - +65.0 -80.0 +65.0 -80.0 +65.0 -79.8 +65.0 Custom Size 34. 131 - 36.130 +65.0 -80.0 +65.0. -80.0 +65.0 -80 0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77 9 +65.0 -69.4 7' Standard Proaiew 30.994 34. 130 +65.0 -60.0 +65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -754 +65.0 E6.5 Custom Size 30 131 - 30 993 +65.0 -80.0 +65 0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65 0 -78.9 +65 0 -74 6 +65.0 1 .656 Custom Size 28. 131 - 30.130 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80 0 +65.0 -80.0 +65.0 1. -79.1 +65.0 i 5.3 +65.0 -71.9 +63.8 63.8 Shortest 26, 194'-28. 130 +65.0 -8D.0 +65.01 -800 +65.0 80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 680 1t2.3 8P3 EquaHite 42.464 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80 0 +65 0 -80.0 0 -77.9 + 5.0 4 84" Custom Slze 38.131 - 42.463 +fi5.0 -80.0 +65.0 -80 0 +650 1 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -78.9 +65.J, a4 6 *5.0 -6f•5 Standard Proview 134. 194' - 38. 130 +fi5.0 -80.01 +65.6 -80.0 +65.0 -80.0 +65.0 1 -60 0 +65.0 -75.9 +65 0 1 -71.8 1 +65.0 1466.2 42.30 -6P3 5116' NOM- GLASS STACK 090" PVB 1/8" AN GLASS 30 1/8" A1N GLASS 26 J_ 12' NOM GLASS BITE EXTERIOR 75 34 GLASS TYPE 1 _^ L� 13/16" NOM. I GLASS STACK 090' PVB AIRSPACE 1/8" AN GLASS 118" AN GLASS 31 75 6�01R 5B _ 112" NOM. EXTERIOR GLASS SITE a 70-73 S@OR 358 GLASS TYPE 2 ' MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49,806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS. BUCK HEIGHT - 48.806 • ••• • ••• ••• ••• 11 TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIP DIMENSION w8l TAEPE TOCPfERI THt. Wii,12D H SIZc 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • : • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL•COMPL�TELY FIT %Af IN. TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ro Y L13 ? 1n ❑ o O OO v N V) O (`7 0 J O a n W O Z LL 0 = LL zzl zz UU_0 � LU s a J U �la- � Z m o Z U LL 7 O 2 04 ® W J c C.rJ = Z � (n Q O � J 0 H Z m r U H r 2 J d !n Q 0 L .N/v ��.•• L\CENSF' �((� No. 58705 1�p7- � �Q� • ST E ,F •(44/ ,,10NAI_ E A. LYNN MILLER, P.E P E # 58705 Bottom Sash Descn ptlon for Given Range Sash Height Range (In) Design Pressure (IbsfW) for Glass Type 3 Tp to Tin Width 18' 25" 33' 37' 41" 45" 45" 531/8" 24" _.- Equal-licte 12.464 +65.0 -80.0 +65.0 1 -60.0 1 +55.3 -80 +.0 65.0 -BC.O +65.0 -80.0 +65.0 '. -80.0 +65.0 -80.0 *650 � -80.0 Equal lite 15.964 +65.0 -80 0 +65.0 ! -800 +650 -80.0 +65.0 -80.0 +65.0 -8C.0 +65 0 -800 1 +65.0 -800 -65 0 ! -800 31' Standard ProNew 72. 994 - 15.963 +65.0 -80.0 +65.0 1 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ; +65.0 .80 0 -65 0 800 Shortest 12.464 - 12. 993 *65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +65.0 -80.0 Equallite 19.652 +65.D -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -A0.0 +65.0 -80.0 +65.0 -80.0 Standard P ovew 15.944 - 19.651 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65 0 -B0.0 +65.0 -80.0 +65.0 -80.0 38-3/8•' Custom Size 15131 - 15. 943 +65 0 -80.0 +650 80 0 !! i65.0 -800 +65.0 -80.0 +65.0 -80.0 +65 0 -80 D +66 0 -80.0 +65.0 -80.0 Custom Size 14. 131 - 15.130 +65.0 -80.0 +65 0 -&].� +65 0 +65.0 -80 0 +65.0 -BC.O +65.0 -BC.O +65.0 -80.0 +65 0 -BO 0 +65 0 -B0.0 Shortest 12.464 - 14 130 +65.0 -80.0 +65.0-+ -80.0 -80.0WT -80.0 +65 0 -80.0 +65.0 ' -80.0 - +65.0 -80 0 +65.0 -80. C Equal-lite 2Z964 +650 -80.0 +65.0 -800 +65.0 -80.080.0 +65.0 -80.0 +650 80.0 1 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131 - 22.963 +65.0 80.0 +65.0 .80.0 +65.0 -80.080.0 +65.0 -80.0 650 -80.0 +65 0 -80.0 +65.0 -80.0 Standard Provew 18. 594 - 20. 130 +650 80.0 +65.0 -B0.0 +65.0 -80.0-80.0 +65.0 -800 650 -800 +650-80.045" _ Custom Size 16.131 - 18.593 +650 -80.0 +650 -800 +650 -800 -80.0 +65.0 -80.0 +650 -800 j +650 -80 D +650 800 Custom Size 15.131 - 16.130 +65.0 -BD.O +650 -800 +650 b00b0.0 +65.0 -A00 +650 -800 *65 0 -80.0 +650 -800Custom Size 14131 - 15. 130 +65 0 -80.0 +650 -800 ! +650 -80.0 -80.0 +65 0 -80.0 +650 -800 +650 -800 +650 -800 Shortest t2464-14 130 +65.0 80 0 +650 -800 +650 -800 -80.0 +65.0 -80.0 +65.0 -80 0 +65.080.0 +660 -80 0 Equalkhte 24.964 +65.0 -80.00 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +65.0 -80 0 +65.0 -80.0 +650 -80.0 Custom Size 22 131 - 24.963 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 ! -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 Standard PrOv�W 20.194 - 22. 130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +G5 0 -AO 0 +65.0 -60.0 +65.0 -80 0 49' Custom Size 18.131 - 20 193 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -SD.O +65.0 -80.0 +65 0 -80 0 +65.0 -80.0 +65 D -80.0 Custom Size 16.131 - 18 130 +650 80 0 +65.0 -80.0 +650 80.0 +650 -80.0 +650 -80.0 65 0 -800 65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 8D.0 +65.6 -80.0 _+65,0 80.0 +650 80.0 +65 D -80.0 +65.0 I -80 0 +65.0 -80.0 +650 -80.0 _ Shortest 12 464 - 14. 130 +65.0 -80.0 - 65.0 -80.0 *65.0 -800 +650 ! -80.0 +650 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 AO 0 §a, Equal to 25,777 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65 0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 780.0 Custom Size 24.131 - 25.776 +65.0 -80.0 +65.0 -60 0 +65.0 -80.0 +65 D 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 Standard Prouew 20.844 - 24.130 +65.0 -30.0 +65.0 -80.0 1 +65.0 -80.0 +65 0 -80.0 1 +650 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 Custom Size 20.131 - 20.843 +65.0 -8D.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80.0 +65.3 -80.0 +65.0 -80.0 1 +65.0 -80.0 +650 -80.0 Custom Size 18.131 - 20. 130 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80.0 +65.0 -80-0 +65.0 -800 +650 -80.0 +65 0 -80.0 Custom Size 16.131 - 18 130 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65 0 -80.0 +650 -800 +650 -800 Custom Size 14A31-16.130 +65.0 -800 +650 -80.0 +650 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 Shortest 12.464 - 14.130 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 i().D +65.0 -80.0 +65.D -800 Custom Size 28. 131 - 31 963 +65.0 80.0 +65.0 -SO.D �65.0 -B0.0 +650 -80.0 +650 -60.0 +65.0 -80 D +65.0 -60.0 +65.0 -80.0 Standard Provew 25.794 - 28 130 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 BID D +65.0 -BC.O +65 0 -80 0 Custom Size 24. 131 25.793 +65.0 -80.0 .650 -81 +65.0 -80.0 +65 0 -80.0 +650 -80.0 +65.0 -80 0 +650 -800 63- Custom Size 22. 131 - 24 130 +65.6 -80.0 -65.0 -80-0 -65.0 -80.0 *65.0 80.0 +65 D -80.0 +65.0 -800 ! +65.0 -80.0 +650 -800 Custom Size 20. 131 - 22 130 +65.0 -80.0 +650 -81 +65.0 -80.0 +650 -80.0 +65.0 -80A +65.0 -80.0 i +65.0 -80.0 +65.0 -78 0 Custom Size 18.131 20. 130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80-0 +65.0 -80.0 +65.0 -80.0 +650 -75 8 Custom Size 16. 131 18130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 400 +65.0 -80.0 +65.0 - 00.0 +65.0 -73.8 Shortest 13.194- - 16.130 +65.0 -80.0 -65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO D +65.0 -77.7 -71.0 Equal-lite 38.464 +65.0 -80.0 +650 -80.0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +650 -80 D -80.0 Custom Size 36. 131 - 38.463 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -800 +650 -80.0 -W 0 Custom Size 34. 131 - 36 130 +15.0 -80.0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 j -80.0 +65.0 -80.0 +65 0 -80.0 -79.1 76' Standard Pro- 30.994 34 130 +65.0 -80.0 -65 0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ' +65.0 -80.0 L+65 -758 Custom Size 30.131 - 30 993 +65.0 -80.0 -650 -80.0 +650 j -800 +650 .800 +65.0 -80.0 +65.0 -80.0 +650 -80.0 -74.8 Custom Size 28.131 - 30. 130 +65.0 -800 +650 -80.0 +650 -800 +650 -800 +65.0 -80.0 +65.0 -80.0 +650 -80 D -727 Shortest 26.194--28, 130 +650 -80.0 +650 -80.0 +650 -80.0 +650 -80.0 +65.0 -800 +650 '80.0 +656 -77J-760 Equal -lire 42464 +650 -80.0 +650 -80.0 +650 -800 +650 1 -80.0 +65.0 -80.0 +65.0 -80 0 71 -80.0- i 84" Custom Size 38.131-42.463 +65.0 -80.0 +65 D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -80.0 + 5.0 -7 8 Standard Promew 34 19W - 38. 130 +65.0 -80.0 ' 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *65.0 80.0 +65.0 -77.7 fi5. -7.0 _yl 13/16' NOM. Imo- GLASS STACK 090" PVB AIRSPACE 1 /8" TP GLASS AN GLASS vPphi z.S u eooa;dy7sx with tie. 1/8" 31 75 U t 'at yrJ r Nta . D.dc . t rrt,i 25 R 5B 1/2' NOM. EXTERIOR GLASS BITE t +f=`�'Zi•., a � 70-73 S@OR 35B GLASS TYPE 3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS. BUCK HEIGHT - 48.806 • ••• • ••• ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMy1SI(iIN NiITABLE TOOITERMNE THE WINSOW SIZL• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • AN= ANNEALED 3) D T FOR RADIUS TOP WINDOWS, FINHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILD COMPLETELYiIN FIT ftl . • • • TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W Y w > O rn u O O U) r O N Q O 0 ap Z o Z u-rOD o� = Uj OOo ®� Z 'T a O > y V F � Z O7 o Z_ � LL O ® W J u Z = Z r U) O J Z m C> , U � Q CL r _ J LL u% Q \ ��w? LYNNM�' . - L10ENSF�� ` * No.58705 ST TEIiIIIOF ,• ((7 / ��SS�ONAL tE,G �. A. LYNN MILLER, P.E. P.E.# 58705 TARI F 4' Design Pressure (Ibs/ff') for Glass Types 4-7 Bottom Sash Descnotion for Gi1en Ra � Sash Height Range lmj To To Tto VJldth - - 53 1/8" 24' Equa Nite 7.464 +65.0 A0.0 Equ lode 15,964 31' Standard ProHew 12.994 - 15.963 +65.0 -80.0 Shortest '2.464-12.993 +650 -60.0 EquaNite 19.652 +65.0 B0.0 Standard Prouew 15.944 - 19.65t +65.0 38-3/8' Custom Slze 15. 111 - 16943 +65 0 Custom Sae 14. 131 - 15.130 +65.0 -80.0 Shortest 12464-14. 13D +65.0 -80.0 Equal -life 22.964 +65.0 A0.0 Custom Size 20. 131 - 22.963 +65 0 -80.0 Standard P-w 18.594 - 20.13D +65.0 -80.0 45' Custom Size 16. 131 - 18.593 +65.0 -80.0 Custom Size 15.131 - 16 13D +fi5.0 A0.0 Custom Size 14131 -15 130 +65.0 -80.0 Shortest 124 - 14. 130 +fi5.0 -80.0 Equal-lite 24.964 +65.0 -B0.0 Custom Size 22. 131 - 24.963 +65.0 -8 Standard Pm 20. 194-22.130 +65.0 -80.0 49" Custom Size 16. 131 - 20. 193 +65.0 -80.0 Custom Size 16.131 - 18. 13D Custom Sae 14.131-16.130 +fi50I -800 Shortest 12.464 - 14. 130 +65.0 1 -80.0 - Equal ite 25.777 +65.0 -Boo Custom Size 24. 131 - 25.776 +65.0 -80.0 Standard Prouew 20.844 - 24. 130 +65.0 ''. -80.6 n Custom Size 20 131 - 20. 143 +65.0 -Be 0 50-516" Custom Size 18.131 -20.130 +65 0 -80.0 Custom Size 16 131 - 18 130 +65 6 -80.0 Custom Size 14,13' - 16.130 +65 0 -80.0 Shortest 12.464-14.'.3C +65.D .80.0 Equal-lite 31.964 +65.D -80.0 Custom Size 28131 -31.963 +65.D -80.0 Standard Prouew 25. 794-28.130 +650 -80.0 Custom Size 24.131 - 25.793 +65.3 -80.0 63" Custom Size 22. 131 - 24. 130 165.0 • -80.0 Custom Size 20131-22.130 +650-80.0 Custom Size 18.131 - 20. 130 +65.0 -80.0 Custom Size 16 131 - 18 130 +65 0 -80.0 Slonesl 13.194'-16,130 +65.0 -80.D Equal-lite 38 a64 +65.0 43C.0 Custom Sae 36. 131 - 38.463 +65.0 A0.0 Custom Slze 34.131 - 36.130 *65.0 E0.0 76' Standard Pm-30 994 - 34.130 +65.0 -80. o Custom Saa 30.131 - 30,993 +65 0 -80.0 Custom Size 28.131 - 30. 130 +65.0 -80.0 Sr.q.t 26.194--28.130 +65.0 -80.0 Equal-lite 42.464 +65.0 -80.0 84" Custom Slze 38.131 - 42.463 +65.0 -80 0 Standard Prouew 34.194' - 38.130 +65.0 I -yI �-- G/16" NOM. GLASS STACK 090" PVB 1/8' HS GLASS GLASSOBITE 8" H� GLASS 30261/2" NMR10R a 7a 34 GLASS TYPE 4 -yl7116" NOM. I� GLASS STACK 3/16" AN GLASS 090" PVB 30 3/16" Aft GLASS 27 rj 1 /2" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 5 NOM GLASS GLASS STACK 090" PVB AIRSPACE 3/16" AN GLA 1/B" AN GLASS 31 74 ®oR 5 1/2" NOM. EXTERIOR GLASS BITE a 0-11 35 OR 5 GLASS TYPE 6 13/16" NOM. GLASS STACK AIRSPACE -090" PVB 3116" TP GLASS 1/8" AN GLASS 31 4 S&OR 5 112' NOM. EXTERIOR _ GLASS BITE a ®OR 58 70-73 GLASS TYPE 7 TA F 5 Design Pressure for Glass Types 8-115 Bottom Sash DescripE_a forG1 Range H eight Range tin) Tip To To WidthSash tlth __--- 53_-1/8" 24" Equal-Ilte 12.464 +g00 -it0.0 Equal-Ine 15.964 '80.0 -110.0 31' Standard Prouew 12. 994 - 15.963 +80 0 -110 D Shortest 12.464 - 12.993 +80 0 -110 0 Equal-lite 19.652 -We -110.0 Standard Pro- 15 944 - 19 651 +80 0 -11C O 38-3'8" Custom Size 15.131 - 15.943 +80.0 -110.6 Custom Size 14. 131 - 15,130 +800 -1100 Shortest 12464-14.130 +80.0I-I10.0 Equal -I ite 22.964 +80 0 -110 0 Custom Size 20. 131 - 22 963 +80 0 -110.0 Standard Pro- 18.594 - 20. 130 +80.0 -110.0 45' Custom Size 16.131 - 18.593 +80.0 -11C.0 Custom Size 15.131 - 16.130 Custom Size 14.131 15.130 +Be 0 -110,0 Shortest 12 464 - 14.130 +80.0 -110.0 Equal -file 24.964 +80-0 -Ile 0 Custom Size 22.131 - 24. 963 +80.0 -110 0 Standard End- 20.194 - 22130 +80.0 -t 10.0 49' Custom Size 16. 131 - 20. 193 +80.0 -110.0 Custom Size 16.131 - 18. 130 +80.0 -110.0 Custom Size 14.131 - 16. 130 +80.0 110.0 _ Snonest 12.464 - 14.130 +80.D -110.0 5 Eq./aI-lite 25T7 +We -11C.0 a Custom Size Standard Pro�iew 24.131 - 25.776 20.544 - 24,130 +80.0 - -71 C.0 +SO.D -110.0 n 5r8„ Cuatom Size 20. 131 - 20. 943 +80.0 1 -110.0 F- Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 16.131 .18 130 +80.0 -110.0 Custom Size 14. 131 16. 130 +80.0 -110.0 Shortest 12464-14. 130 +80.0 -110.0 Equal -I Ite 31.964 +80.0 -110.0 Custom Size 28,131 - 31.963 +80.0 -110.0 Standard Prosiew 25.794 - 28. 130 +80.0 1 -110.0 Custom Size 24. 131125,793 +80 0 -1111 63' Custan Size 22 131 24. 130 +80.0 -110.0 Custom Size 20. 131 - 22. 130 +80.0 -110.0 Custom Size 18. 131 - 20. 130 +80.0 -110.0 Custom Size 16131 - 18,130 +B0.0 -110.0 Shortest 113.194^-16130 +80.0 -it0.0 Equal -ate 38.464 +Be 0 -110.0 Custan Size 36.131 - 38.463 +80.0 -110 0 Custom Size 34 131 - 36. 130 +80.0 1 110.0 76" Standard Promew 30.994 - 34. 130 +B0.0 - -110.1 Custom Size 30 131 30 993 +B0.0 -110.0 Custom Size 28 131 30. 130 +g0.0 -110.0 Shortest 2619C-28130 +80.0 -110.0 Equal-IIt 0: 10.0 84" Custom fize 36 131 3 • 0,L_ -1 U.0 Standartl l•Ouew 038 1 34.194'•38.13 •dO.C•, -1 �.0 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS'. TIP TO TIP HEIGHT - 49.391 • • • • • • MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT - 48,391 • • • • • • • • MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS BUCK HEIGHT - 48.806 3.'16" AN GLASS 090' SG LASS . EXTERIOR*TE GLASS TYPE 8 Imo._ 13116" NOM. GLASS STACK G AI 1/8" A GLASS 74s@AORM. *-, EXTERIBITE 3LA GLASS STACK G AI 1/8" TP GLASS 74 ©ORMEXTERIBITE *-' 3 yl 13116•• NOM. ��- GLASS STACK 0" SG AIRSPACE 3116" AN GLASS1SGLASS118" H 31 7a ®OR 512"NOMEXTERIOR ASS BITE a 35 OR ]0.73 SB GLASS TYPE 14 • ••• • ••• ••• ••• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT i" FROM THE TIP TO TIP DIME•SIGII INURE TABLE TOUL•fERMA1E THE WINWW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL•COMPLLITELY FIT 1R11RMN, • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 3l16" HS GLASS 090" SG 30 3/76" H$ GLASS 26 11 /2" NOM. ExTERIOR GLASS BITE aJ4 34 GLASS TYPE 9 -'I 13/16" NOM. ��- GLASS STACK 090" SG AIRSPACE 1/8' AN GLASS 3/16" AN GLASS 74 �5 OR12" NOM. EXTERI !R#GLASS BITE 70 73E 11 .r NOM. GLASS STACK GLASS 090" SG AIRSPACE 1/8' TP GLASS 3/16" AN GLASS 0 31 74 ®5 OR 5B 12" NOM. EXTEROR GLASS BITE a 1-1 D-73 ®OR 5 GLASS TYPE 13 _ L_ NOM. GLASS STACK GLASS 090" SG AIRSPACE 3116" TP GLASS 1/8' HS GLASS 1 ®5 OR 5 NOM. EXTERIOR (G-_2' BITE a 5 DR 5 70.73 GLASS TYPE 15 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED LU 7of O O C) 0 > u3 = O 0'. ZN J da Z J O O O Z � _ eo O r- LL7 UU� ©� ELI I- Z V x ¢ J LE 4 ul U iD = L O V J u U S Z Q O Z J a r Z m � O S J d to 0 t11, .....rn//7 0LYNN1'', ......... '✓// _kCENS,, * No.58705 '- 411 i�s OR10 ,.GN\ 10NAL E A. LYNN MILLER. P E. P.E.# 56705 TABLE 6' Bm we gg MENEiM©®°©® BOB ©©®©®°Baa©©©©oe©aBi©©© B ME EBE©©°,©°©©°©©© MEN BE INE MEN OEM ME 0 Eoo ©1, Elm ME e■EN©©©� M=IME©��°�©EEBONE ©BEBB©©© �BEEEBE''�B�BEiEN Boo©® N®©°©�°°© _ �©Em M INE me eNEBBEaB �EEEENo E; ©ON© E°EBB.©°° ©°�EEiEi°�'�EEBNN©°®©EB°oi�iB� ©BEgaNNooM©�°m©©©l ®NE■©BE©©EIanBi NEBEEEN ENE �Ml I °° E E BEEN°©mun©°°© °��EEo�E'�N°°B°°°E°�N°�i .:� un NEEigaEN©NINEB�EEMENNBE NONO On uME a E©BEEBE'©BBEB©NBB ©©© Till, NE'BNOEENeEN NEON OEM �BE i�N�iN�gN EEEEEMEMMEME Hannan gE�E�EERNEEBEEEEEBBE BONBENeBEMBFINE � N0000000a�!R!gaBBE0000Ni i NNE ODD[IiNE©IF]EN EEB EBBlBBN �4 wii:- '•kfa[r Gt:k1INNN ENE �s.N a''MEBENN ENN N°E �� NEE EI B°m°NBEN©NNO �EMEo �o�i©°�©©©°NNE ©©© �CE�0BNN NEiNNNNEBENBEB NNBA u � EBE BE;EBEEBBmma OBBOEB OEM °E°©ohoBoo©©moo©°num oan!a©a MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT-49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49,806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS. BUCK HEIGHT-48,806 TABLE 6B: Glass YPe u 'sted from Exterior to Interior) 8'AN, .090" PVB, 1/8" AN 2 13/16, LI SPACE. 1/8' AN, .090' PVB, 1/8" AN 3 13/16" LIG: 1/8" TIP CAP, AIRSPACE, 1/8 AN, .090" PVB, 1/8" AN 4 118" HS..090" PVB, 1/8" HS 5 3/16" AN, 090" PVB, 3/16" AN 6 13116" LIG: 3/16" AN CAP. AIRSPACE, 1/8" AN, 090" PVB, 1/8" AN 7 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, 090" PVB, VS" AN LU w o� C, > 0 W O 7 0" z w (Y 0 OM I� Z 0'o p o W = U C) ©� v IW— z 00 < _J O > o z �' g U) z W J MID LL ty F O ® rn J = z Z z s Q o o z o g = n ILL U Q U = 0 Q .. ... . . . . . ..� \,,till • • • • s • • • • • • • • • • s • • \.` YLYN .. x\9 ...." k • • • • •. • • • • • '"LLy�eTI� 0 I DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, � JA • . • • • SUBTRACjT 1 FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE No. 58705 WINDOW SIZE. • ••• • ••• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••••''• •)•• — �� • • • • • • • • 3) FOR DIRAtl WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE VYI-IICH HE RA S TOP WINDOW WILL COMPLETELY FIT WITHIN. OF �` /'�SS • • • • ....- �NR1k ENG. • • • • • • • • • • • • • 4) WI NCWWS WIiH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN lI I I 1 I l PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7 QuantitiesAnchor "Through -Frame" Installation Glass Types 8-15 ®� m®-- loll ■using ' _ °° ©©©®©©a ®©® a as num amanmaa©man BB nam a unman ©� oa�a BE IN a • �a a oa an°an mom©© a a°nUUMMIN9©a a ��aamaa aam�aam®muna'nma an a an Ban ��nam n a aaaaaanumanu inn ©m a a aBn En©©©'©uu a aaaaa'a nn ��mmaooaamnun mom nun mnamaal amain iai°a8©Boa©o0©°©©�° Boa©Bona Mon a©naaB�aalamBoom IEUonB�B�onB!©©© mu B ©o � mam a aammaamna IBM amnmana ��monmmmBan aamaalaaa®mBan annnumunaaaaiaaanma®Nunn aammnmanaaaa'aaa MEN amMENU .: mannoB a aBoMENEM Bull BE me ��ne°nn°n°mnnmoNOUNB mamma n�im°unna a m N�Eaff� am unman aJEW MIUMIN ma mnammumnlo nmm an ©i©M ail a°°Bioa M© �00 am ma main a m mina: min �00 a NONEmua mal= um inn On mua ma n aaa ON � ma nnm mua u°a$$aa m8 :. m maa One �ommm°nmmn'oaummaaoomBOB � mmm,mmmmmmmaaummanME om mmmmmmmam aME aamm nm an On MEN an onnoMU©m EEMM=C=M�umuum mooed a an UUM UM MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 TABLE 78: Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN..090" SG, 3/16" AN _- 9 3/16" HS..090" SG. 3116" HS .---__ 10 . 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG1/8" HS 11 13116" LIG: 1/8" AN CAP. AIRSPACE, 3/16" AN, .090' SG, 3/16" AN 12 13/16" LIG- V8" TP CAP, AIRSPACE, 118" HS, .090" SG. 1/8" HS 13 13/16" LIG: 118" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS..090" SG, 1/8" HS 15 13/16" LIG. 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 00 `1 W w o 1n 0 .< o 0 y 0 � =w o af U) Q o r O J r LU o CD LL = w� U U_ o ©� F Z V xa J a 0-Z� U) o z Z m F LL O ® J F =Z z s U) LL C3 Z) Z It O 0 W U S J Z to Q Q •• ••• • e • • • •• • • • • • • • • • `00 LYNN • •• • • • • ••• • f'!; •��.'.CEN .y�� / • • • • • • 1 TIP•FO JP.DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, L SF'`'� SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE - No. 58705 WINDOW SIZE. = * ;p� ; 7M 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - -0 • ••• • • • • • • • • • ! ••! • • ••• !•• yJy.,,, 3) FOR QADIUSP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE VJHICH E WILL ��'• ST TE bF ' P.•' • • •• • • • • RA S TOP WINDOW COMPLETELY FIT WITHIN. (C� ,'°[OR1p • • • • • • 4) WINpOWS WI:1 THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN �'SS/O(NAL Ey�C`�� • • • • • PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNIG �� o"P E P. E # 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH r _r. __ , I i I- _ t I FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. - - SEE NOTE 2, THIS SHEET. c:; I BED - EMBED- _--- _ ENT -._1 EDG _ DISTA CE - 1 /4" MAX SHIM - - 27 1 SEE TABLE NOTE B, FOR 1 HEAD TYPE T 30 18 TYP. ANCHOR TYPE, FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLES. 32_ 14 -- TIP 43 TO TIP 63 HEIGHT % SASH VISIBLE LIGHT HEIGHT 1 EXTERIOR a 15 1"WEEP 42 NOTCH EACH END NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE (STANCE PER SUBSTRATE, SEE TABLE 8. 46 13 _ USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS 10 33 OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. SHIM VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. EMBEDMENT SEE NOTE 2, THIS SHEET. EMBEDMENT f-- 1/4" MAX SHIM 1/4" MAX SHIM --►I �- 4 ISASH VISIBLE yl 17 I EDGE `— LIGHT WIDTH , ,I DISTANCE „ I 19 _ FIXED VISIBLE ` I(` LIGHT WIDTH 44 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V 191/4 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min, Edge Distance Min. Embedment Zeel, outhern Pine SG=0.55 9/16" 1-3/8" Alum num, 6063-T5 min. 3/8" 0.063" 0 SS Screw A36 Steel Steel Stud, Gr. 33 ' . • • /8• 0 " (1 1/4" 410 SS Concrete (min. 3.35 Rsi 0J.. • • R3/ • • CreteFlex Ungrouted CMU, (ASTM C-90) AO/W • 101/40 e ' Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel URracon Ungrouted CMU, (ASTM C-90 2-112" 1-1/4" T. Southern Pine (6G•0.55) 1"• 4 61-3/8" TYP ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT/2 - 3 73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3 78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT-4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. •• • 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • 8. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE • CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL • IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS • • DEPICTED AS 2X ARE 1.112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR • • OIRCHITECT OF RECORD. • A) MIN. OF 3 THREADS BEYOND A U • • f31) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN M P N/F X�L' H� TYPCIS • • • `AYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE H 4 • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ro L W _ = O ., Q O U) W } U'C4 z O ¢ Oz �2 O p ti z p Z o o�= ' W U W OD m J Z v LU V 0 Z o U Z LD _� O t` 8 ® m w Z O x U` H ' Z U U) 0 O X W ¢O o Z U J ZQ 2 U) ¢ J W �1 ( LYN/ :j No. 58705 / �S�fA o� w; �4 G\�� NAL IE A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. -------- r T T 1 SEE NOTE 2, THIS SHEET. I - EMBEDMENT ANCHOREDTHROUGH _. _ I - I 1 EMBEDMENT FRAME INTO 2X WOOD - --� _ L _ FRAME OR BUCKSTRIP. -1 "] 1/4" MAX SHIM 114" MAX SHIM �I 1 I T s`vr vsr'"•k'FY$fin SEE NOTE 2. THIS SHEET. 1 I EMBED- f _ MENT 4 --1 EDGE ., SASH VISIBLE 17 ' LIGHT WIDTH EDGE -I DISTANCE - DISTANCECD 1/4" SHIM - - • . 19 --_L_---L-_L 1MAX } - FIXED VISIBLE � LIGHT WIDTH _ SEE TABLE ✓�-!l!{+!l. 3 NOTE B, FOR . - HEAD TYPE 30 18 _ TYP. ANCHOR TYPE, - • 44 - FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER ,. LIGHT SUBSTRATE, SEE 31 5 OR 5B HEIGHT 6 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8. EXTERIOR 15 BUCK WIDTH HORIZONTAL SECTION A -A � u 1/4 MAX. SHIM a 46 55 43 i DADE APPROVED MULLION. FBC BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING HEIGHT 63 USE EITHER 1 OR STEEL STUD. MAY BE VERTICAL OR SWEEP LATCH @ >K HORIZONTAL. SEE SUBSTRATE MIDSPAN OR 2 BOTTOM LOCKS / '1 PROPERTIES, TABLE 8. INSTALLATION SASH VISIBLE EQUAL OPTION 4 LIGHT LEG/BOX ANCHORED THROUGH HEIGHT FRAME FRAME INTO METAL SHOWN NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1 /4" MAX. F-SHIM Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 318" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" _ Steel Stud, Gr. 33 On. • • IWO 0.045" (18 Ga) • C ncreteoro 3.S5 i) • • •1" 1-3/4" 1!4" 410 S CreteFlex Ungrou CYO, �ASiM E-9 • 2-1 26 1-1/4" P•T. SoujerrrP' ( GF0.5!F • 1• 1-3/8" Concrete (min. 2.85 ksi) 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultrac0 P.T. S uthern Pipe S6•Q55) • 1-3/8" A) WIC OF ' WIAUS I�EYUNIJ-.1`ME IAL•7UBS I HAI t• - B) USE ON Y F`P,THE.. ANCHORS yJAMBJ. PAN1HEX/FItA•T HEAQ 6YPE IS ALLOWAB Fit A•CHORSTN TH AD. • • • C) "UNGROJOTE• CMU" MLUES NV4 BE US® FOR GROL?fED CMU APPLICATIONS. • • • • • • • • • • • NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE. BUCK WIDTH - 4.12' HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2+4.28" @SASH: BUCK HEIGHT/2- 11,43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT- 2.55" @SASH. SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. . LU 3 00 R U) w o o a2 'o . o O O U cN 0g Q 0 O J o a ZFLL� ' ory W o o r = Uj ¢ UUo m� J Fzv < W ' Q F- Z o Z C'1 2 _ ILLZO O 00 © w U Ur Z W (n � � X W O Z o0 U Q S o U) Q W III llf - .��.. No. 58705 J f� /(/yy[ Y0 111 i� F70RiD?.' SSA E /ORAL A LYNN MILLER. PE P.E.# 58705 C FIXED VISIBLE LIGHT HEIGHT 1 BUCK HEIGHT EXTERIOR a 1" WEEP NOTCH AT_ EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (SCREW SHOWN) SASH VISIBLE LIGHT HEIGHT EDGE DISTANCE EMBEDMENT -► 1 EDGE -- -- - - - DISTANCE �1/4"MAX EMBEDMENT \ SHIM `TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS I - 11 ' STANDARD SILL 16 SHOWN. SEE 33 PREVIOUS SHEET B FOR OPTIONAL HI -RISE SILL. 1 /4" MAX SHIM EDGE DISTANCE EMBEDMENT VERTICAL SECTION D-D 1 /4" MAX SHIM 114" MAX SHIM SASH VISIBLE yl LIGHT WIDTH FIXED VISIBLE — LIGHT WIDTH 31 �OR 56 BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC __ COMPLIANT ALUMINUM/STEEL FRAMING 114" MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. 910 OR #12 STEEL 46 55 SELF -DRILLING SMS (G5). SEE TABLE 9. INSTALLATION OPTION 7 V„F ANCHORED THROUGH - INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Poxail• • P T*SoMhem Pifle (SG=0.55) 5/16" 2.438 2-1/ " 31 o•1m•1 NRiI .T. oLaher• Pine (SG=0.55) 3/8" 2.438 2-1/6" x .145" find all • V.T.Vkrem FiW (SG=0.55) 3/8" 2.438 2-1/2" .14 " RdbfinJ121 .T.GoulhenfAne(SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS • •S-ir�w • • • • P T. Southem Pine (SG=0.55) 1/2" 1.375 0.125" Aluminum, 6063-T5 min. 5116" 0.125 ••• O.OIf0�R36S a 5/16" 0.05 0.0" (18 Ga) el Stu*,, Gr. 33 min. 5/16" 0.045 A) NON. OF 3 TRREADJ BEYWW THEWETAL-SUBS;VTE. • • • • • • • • • • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS. (SHOWN FOR STANDARD SILL. SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE. BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3,23" HEIGHT (PROVIEW) @FIXED LITER BUCK HEIGHT/2+4.28" @SASH. BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE BUCK HEIGHT - SASH HEIGHT - 2.55" @SASHSASH HEIGHT - 4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 0 Y w _ � o cn ° O O o� io O C7 N z N c a a Z 0 J O Z W G �� = LLi n U U o o v r Co Lu a Z o rn ZLL (� = Z U C v m ® J Bl Z X S Z LL S LL U Z Q Y c of U Q9 W r J Q Z U: No. 58705 _ ~OT'. V [44/ -4ORIDP . "ON r//1111111\� A LYNN MILLER. P E P.E # 58705 2.848" ----- 2.848" - +- .062" 1.125" 1 2.848" --�{ 2 112" I _ 2J]1 489" 987" 062" I 062" .2' -�- OFLANGE FRAME HEAD i - 2.798" ---� OINTEGRAL FIN FRAME HEAD 2 798" 3.466" .062" - 1.125" O EQUAL LEG FRAME HEAD 2,798" 2 341" OFLANGE FRAME SILL + O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273" 1.300" .120" 2.273" �I 1 z nz° I — I 2211" 2,105" 062" 2.150" f 062" 1.235,. E[7� 1 �� i -•-I 1.300" 'mot 1300" Imo._ t 1.300" 062" 8SASH TOP RAIL G FIXED MEETING RAIL 15 SASH AS BOTTOM RAIL - 8SASH BOTTOM RAIL n SASH SIDE RAIL 2.560' 062" — 2.724" Oa FLANGE FRAME JAMB 2 798" 1 FLANGE FRAME SILL io HI -RISE 1 1.446" �I Imo- 1.522" y j 617 634" 1 — 040" 1 .813" { f 1.370" Is HEADCOVER ANCHOR i9 SASH STOP COVER IG BEAD 465" � • •�417'• • 1••• 10 M• 1 1102" .802" 802" 070" • •pub• III : • • • •.050" 15 aIG SNAP tA4 O 5M% AIA JE:D z7 7166" LAMI READ • 3 185" 062" 2.724 (JNTEGRAL FIN FRAME AMB 2.798" - OINTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT EXT. GLASS-,+ -'�INT. GLASS 70 KODISPACE 4SG TPS 2.060" ---� .062' 2 7124" 1 OEQUAL LEG FRAME JAMB 2,798" 12 EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3/16" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS VINT. GLASS 71 SUPER SPACER' NXT ALUMINUM POLYISOBUTYLENE DESICCANT FILL REINFORCEMENT SEAL NOMROLL-FORMED !1��5/16" LICONE SEAL BUTYL & STAINLESS STEEL DESICCANT ; FOAM EXT. GLASS 4 EXT. GLASS— `INT. GLASS .- �INT. GLASS 72 DURASEAL�SPACER 73 XL EDGE" SPACER W _� O CO ? zu p O Q 0V O W z y z 0 J O m D' W O Z .8 = Iyj J U U o o H zv is W .� Q o F- Z m Z U' Z = LL O o © mW J a 0 Z z Z LL O O O O z w O X = Q W �1GENgF No, 58705 2 " S AT OF (U iiJ/111111111 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 11 s1 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR) 51 40 HEAD INTERIOR 41 JAMB 4 14 INTERIOR JAMB FIXED MEETING RAIL �_tuj SASH BOTTOM RAIL 4 SASH SIDE s RAIL JAMB 17 37 INTERIOR 39 •• • • • • • . • . • • • • • • SILL TABLE 10: MATERIAL PROPERTIES USED • • • • • • • 51 FOR ANCHORAGE CALCULATIONS. • • • • • • • 7 INTERIOR NOTE* • • • • —i • • • • 1) ALL COF:4ERSrfTO USE GAS♦ 15f ANDp@ SEALANT. • • • • • 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Item PGTPart • • # Description Material 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg Alum. 6063T6 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063T52 7 624002 Sill, Flange Alum. 6063-T6 8 624016 Sill, Integral Fin Alum. 6063T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063T6 13 624006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop AIum.6063-T6 25A 624009 IG Bead Alum.G063-T5 256 624011 IG Snap Bead Alum. 6063-TS 26 624013 5/16" Lami Beading Alum. 6063-T6 27 624026 7116" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #524011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Z1nc 33 624049 Bottom Latch (@ Sill) Alum. 6p63-T6 34 Setting Block (1/8" X 112" X4") Neoprene 35A IG Setting Block (1!8" X 3/4" X 4") Neoprene 358 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X .187", Fin Seal (@ Top Sash Rail) • • 46 vades Balance with Cover &Trim Rigid nyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8X3/4" Ph. PN SMS (Balance) Stainles eel 63 - Alum. Screen with Fiberglass Mesh Varies KommedingKodispace 4SG TPSQuanexSuper See SheetQuanex Spacer nXT E73 DurasealSpacer1QforMete161sCardinal XLEdge Spacer • • • Dow 791. 899 or GE 7700 Backbedding lic e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Min. Fr. Min F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCorl� 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi _ Gr. 33 Steel Stud 33 ksi 45 ksi ci W ? � Y (n M IAM I -DARE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOXX ACCEPTANCE (NOA) -PGT lmhtstL-ies, In 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/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 and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described d has been desi ed to comply with the Florida Building Code, including the High V Icane Zone.- DESCRIPTION: Seri'Cs "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: rawm stallatiotq 4i}irplines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, preparcV by%anufatturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp • • with the Notice of Acceptance number and ex ' e Miami -Dade 17(;unty Product Controj • Section. • • • 000 ...... .. . . MISSILE IMPACT G: Large and Small Missile Impact Resistant • .... • : • • • • • • • • • LABELING: Each unit bear a permanent la a or loge: c0 0 stat0000, .. .. .. a..... model/series, and following statement: "Miami -Dade County Product Control Appro :Od", unless Qtherwise . • noted herein. • • . . .. . ...... RENEWAL of this NOA shall be considered after a renewal application has beets ftlgdand tliere•lias beet:•.•.; no change in the applicable building code negatively affecting the performance of thiS'probuct.."". • .... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 xpiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 rEll g PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 :. • • : • 2) Uniform Static Air Pressure Test, Loading p4•F�C, TAS 2,02-94 ' • • .' • 3) Water Resistance Test, per FBC, TAS 202,A1... :" • • • • • 4) Large Missile Impact Test per FBC, TAS 2014� •: 5) Cyclic Wind Pressure Loading per FBC, TA'3TW-94 6) Forced Entry Test, per FBC 2411.3.2.1, anq:'�20244.•. along with marked -up drawings and installation diagram of an.3 U:num iiad : • • • • • • window, prepared by Fenestration Testing Laboratory, Inc., ToA- teport No. • •. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson"P.E.:'0 1,. '. """ (Submitted under NOA No. 13-0502.03) • 0 • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 '....' 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 11111(_)M4V,6)j Manuel Per z, .E. / Product Control E� a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verific calculations and structural an is, complying with FBC 5tn Edition (201 a d FBC 6" Edition (2017), dated 0 /15/17, prepared by manufacturer, igned and sealed by Anthony L iller, P.E. 2. Glazing complies - D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18, 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. • • • • • • c) ASTM D395B Test Methods for Rubber Property - Compression Set Lr-2Z.HRS '. ...... . ...... 158°F. ...;.. d) ASTM D 624 Test Method for Tear Strength of Conventiorial•Vulcanized I2ubbei and Thermoplastic Elastomers of 143 lb/in. • • • . • • • • • ...... .... ..... .. .. •. . ...... . . 000 .. . .... 0000 Manuel Perez. .E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/ 19/ 19. • ...... . ...... 2. NEW EVIDENCE SUBMITTED • A. DRAWINGS "" ""• • 1. Drawing No. MD-7720A.1 titled "Fixed Window Installation MMlines" whets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/1f(j$.4epared by manufacturer, signed and sealed by Anthony Lynn Miller, PA. .. . ...... . . . . •.•..• •• • •.•• sees Manuel erVer Product Control Ex NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, 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. Notice of Acceptance No. 17-1114.14 issued to Kuraray 'Aaieigca, fl•a�Lnc . for their . "Trosifol® Ultraclear, Clear and Color PVB Glass InteS" da'eJ 0f/l8/1$-,•••- expiring on 07/08/19. ...... 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray •Q&ggrica, line � fnr th �q. • • "SentryGlas(k (Clear and White) Glass Interlayers" datod.13/28/17,.e.xpiring plg;... 07/04/23. •• . J• •• • •••••• ...... . . F. STATEMENTS " ' • •... 1. Statement letter of conformance, complying with FBC 6th Ed;opi t2017),.44ted Apr;)•... 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Mildex,.P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on I 01112LQ and expiring on 02/19/19. r ' Manuel Perez .E �roduct Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE NIGH VELOCITY HURR12ANE ZONE (HVHZ). �� -� 49" TIP -TO -TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE t 48" BUCK WIDTH DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4" VISIBLE IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. f LIGHT WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS �B, SHEET 6 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER_ 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY O THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND W DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, B� OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOAD 6-712" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD- ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763. ELCC ULTRACON NOA, ELCO CRETEFLEX NOA, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 72D/820 SERIES`. c/ CODES! STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. - 6-1/2" MAX. 7�HEIGIT C SHEET7 - 93-1/4" VISIBLE LIGHT HEIGHT L 12" MAX. O.C. 97" TIP -TO TIP HEIGHT f 48" BUCK WIDTH -� 45-1"" VISIBLE f LIGHT WIDTH I [ ID, SHEET 7 ~ 6" MAX. S —1 'I 12" MAX. O.C. 6" � L-.-D --�{ MAX. GUIDE TO SHEETS. GENERAL NOTES ..... .... 1 ELEVATIONS ..... _... 1 GLAZING DETAILS __. _.. 2-5 DESIGN PRESSURES____._..._._ 2-5 INSTALLATION, FLANGE 6 INSTALLATION, EQUAL -LEG .. 7 INSTALLATION, INT. FIN A ..8 INSTALLATION, INT. FINS _ 9 CORNER ASSEMBLY..... ... 10 EXTRUSION PROFILES. 10 PARTS LIST _.. ... 10 TARI F i DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH y F, SHEETS y 2' MAX. H SHFFT 9 1 E. SHEETS C G, SHEET9 96" BUCK HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT 5" MAX. O.C. 1 If- 12" MAX. O.C. 2" MAX TYP. EQUAL -LEG FRAME ELEVATION E, G 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT _F,H 5" MAX. O.C. TYP. FIN FRAME ELEVATION FIGURE 1. 12" O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 12" O.C. MAX. I - WIDTH I� WIDTH —I 1—WIDTHI'- WIDTH --{ T — } — — r W —1 1 / 0 w 0 -ILLi i � ci7 6 _ sI ^^^X+ 1 1 J 1 L • i •• WI�Tji -I I� WIDTH 'I I— WIDTH —I I— WIDTH -+{ Type • • lion • 1 7116"Lami(3M6"An-.090'PVB-3116"HS) - • • � 2 m - •• •• 3 1-1116"Lami. IG (3/16"T-7116"Air-3Ii6"An-.090"PVB-3l16"HS) 2 4 1-1/16"Lami.IG(3/16"T-7/16"Air-3/16"HS-.090"PVB-3/16"HS) 3 5 7/16" Lami (3116" An - -090" SG - 3116" An) 4 6 7/16"Lami (3116"HIS -.090"SG-3/16"HS) • ••• 50 7 1-1f16'Lami.,G(3/16"T-7116"Air- 3/16"An-.0W SO-3/16" ) 8 1-1/16'Lami.IG(3/16"T-7/16'Air-3/16"HS-.0M"S - 3/16PHS) 1 • • i •x ••• e;; 0 x = •1i i i •:�• w w11 w 0 WIDTH••_ WIDTH y{ I--- WIUIH —1 r-- WIDTH �{ • • •I - A I "SG" = "KURARAY SENTRYGLAS® INTERLAYER" BY(UR*RA• AMERICA, INC. • LL• • • • i I x I = "PVB" _ "KURARAV TROSIFOL® PVB INTERLAYER" BY•URARAf AMERICA�II� t• I ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •• ••• •• JR - 03/16/18 - UPDATED VALUES AND SIZES FOR ;= GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. z LUof 1 Y p of n N p o 4 o r- N h r r IS 777 z O v �w IY N J M K W n a ZJ LL Z J p `x = o R UUo ©� W F- 0 a U' W a Z o Z A o O ppz J J j W O Q J W D m Z LLI 1n to F O O Z Q p Z ¢O O Z J wO 0 W WI- Z X W LL 0 0- ,111 ///, * No.58705 %AO'. ST TEE F : 7L, i C� •'•FC ORIDP.•'• \�\ i ss ONAL - e\\\\\ \� � 1N� A. LYNN MILLER, PE PE#587G5 Window De ign Pressure (+l-, psf) for Glass Type 1 Long Side. Ti to Ti (in) 68-7/5 3 77 81 t 85 89 93 97 101 105 110-1/2 31 +/-80 +-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 33 +1-80 + 80 +1-80 +/-80 _ +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 35 +/-80_ +1-80 +/-80 +/-80 +I-80 +/-80 +/-80 +1-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +/-80 +/-80 +1-80 +1-79.7 +1-TT2 +/-75.1 +/-73.4 +/-722 39 +/-80 +/-80 +/- +/-80 +/-78.1 +1-75.2 +1-72.5 +1-70.3 +/-68.5 +/-66.3 41 +/-80 A+/-79�3 +1-80 +1-7 8 +/-772 +1-743 +1-71.3 +1-67.9 +/-65.1 +4634 +/-61.6 43 +/-80 +1-80 I-7 4 +/ 74,3 +1 71.3 +/-682 1-647 +1-61.6 +1-59.8 +1-582 45 +1-80 +/-789. / 7 4 +,-72 1 +/ 68 9 +/-65.6 /-62 2 +/-59.7 +/-57.5 47 +1-80 +1-7Z2 +l- .6 +/ 701-66 8 +/-63.5 +l-60 3 +/-57.7 49 +1-80 +1-75.6 +1.9 +1 68.3 +l 64 9 +/-58 2 51 +-80 +/-77.5 +/-74.1 1-70.3 +1-66.7 _ +1-63.1 _+/-61.5 /-5 53 +1-79.1 +/-75.6 +1-72A +I-68.8 +/-65.1 +!-61.5 _+9.7 I 57 +1-77.4 +/-73.8 - 0.5 +/-67.3 +1635 +/-75.8 +1-72 - 6 +/-65.3 _. 59 +1-74.2 +1-70.3 +1_66.11 +/-72.7 +/-68.7 63 +1-71.2 +/-67.1 65 +/-69.7 +/-65.5_------ 67 +/-68.3 --- 68-7/8 _ +/-67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND E(JUAL LEG WINDOWS, SUBI RAC 11- FRUM IME I IP-IU-I IFUIMIENSIUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TARI F i- Window Design Pressure (+l-, psf) for Glass Type 3 LongSide, Tip to T (in) 68-7/8 81 85 89 93 97 101 105 _ 110-112 31 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +1-80 -_+/-80 +1-80 +1-80 +/-80 +1-80 +i-80 35 +1-80 Fjt7- +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 37 +l_80_ +/-80 +i-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-8039 +1-80 +/-80 +1-80 +/-gp +/-80 +/-80 +/-80 +1-79.4 +1-76.4 +1-74.3 41 +i-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-76.7 +1-73.5 +/-70.9 +/-69 -�--- 43 n -- +/-80 +/-80 /-80 _ +/-80 +1-80 +/-80 +/-77 +1-73.1 +1-69.6 +/-66.9 +/-65.2 45 2 - 47 +/-86 +/-80 +l- 1 +/-80 1+ -80 +/-80 +i-80 +/-80 +1-80 +/-79.2 +1-77.8 +1-75A +1-74.1 +/-71.7 +/-70.3 +1-68.1 +/-67,5 +/-65.1_ +/-639 _ F 49 +/-80 +/-80 +1-80 +/-80 +1-77.2 +1-73.3 +1-69.5 +l-65.8 y 51 =1-80 +/-80 +l-80 +/-79A +/-75.3 +1-71.3 +/-6Z5 y 53 +/-80 +/-80 +r.8o +F77.7 +/-73.1 +/-69.5 55 +680 +/-80 +1-79.6 H-76 +1-71.8 _ g 57 +/-80 +1-80 +/-77.5 +i-73.8 59 +/-80 +/-79A +1-75A 61 +/-80 +/-77.6 +/-73.5 _ 63 +1-80 +/-75.8 65 +1-78 8 +/-74 LHNIINH ItU GLASS STACK -090'PVB INTERLAYER 3/16' HEAT STRENGI 3/16" ANNEALED GLASS 4 11 GLASS BITE EXTERIOR a GLASS TYPE 1 --- LONG SIDE �- SHORT SIDE LONG SIDE SHORT SIDE 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. GLASS STACK � -►� �6�HEAS IANCK 3/ED 3/16" TEMPERED GLASS - 716" AIR SPACE EXTERIOR a 67 tl-n.z -- • • • • • • • *GLASS TYPE 3 68-718 +1-74.9 • • • • • • • • 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN • • • • • • • • • • • • • • THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIQNS •• •• • • is •• COMPLETELY FIT WITHIN. • ••• • ••• ••• ••• • • • • • • • • is • • • • • • • 00 • • is • • • • • • • STRENGTHENED GLASS - 3/16" ANNEALED GLASS 0901, PVB IN1TERLAYER 1 5/8" GLASS BITE 1111�' I SHORT I _ �1 SIDE I LONG SIDE 1 SHORT 'I S1DE 1 i t i e:ie i'rod�tct C.»Itrol , NO CHANGES THIS SHEET. W c ❑ > n w N >Y > Q �o v O } » 0O Q », U O V iy ' J O a Z LL Z J ❑ cOo = LLj U(.5 111 ❑ g •O LU Z co Z) W S2a O .> > Z O Z 6 a0 Q U LU J LL O N J Q Q F- © m co Z_ LlJ Of 3 1n W Z " - a0 o Z ne D- U Q W Z C% �^� X W ? > LL Q a \\ 111111111//// �`� NSF * No.58705 *� 0 ST TE�F !(7� S'/ NAL E? ` 11111,01 A. LYNN MILLER. P.E. P E # 58705 Window Design Pressure (+/-, psf) for Glass Types 2 8 4 Long Side,P to Tip (in)__ 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 33 +/-80 +1-80 +/-80 +1-80 +1-80 ,� +/-80 +/-BO +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/.80 +1-80 +i-80 +1-80 +/-80 35 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +l-80 37 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-BO +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-BO 39 +1-80 +l 80 +1-80 +l-80 +1-80 +/.80 +1-80 +l-80 _ +1-80 +/-80 +i80 +/.80 +l-SO +1-80 41 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 _ +/-80 +!-BO _ 43 +1-80 +1-80 _ _ +/-80 +/-80 +1-80 +/-80 +I- 80 +1-80 +/-80 +/-80 +/-80_ -- __ 45 +1-80 +/ 80 +1-80 +480 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1.80 +1-80 +/-80 a 49 +1-80 +/-80 +1-80 +/-80 _ +/-80 +1-80 +1-80 51 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 in 53 _ _+/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-79.1 0 55 +1-80 +1-80 .__. +1-80 —._._ +/-80 _.._— +1-78.6 .-- r 57 n +/-80 +/180 +1-80 +1-79.1___ _ 59 +1-80 +/-80 +1-80 61 63 +1-80 +/-80- +1-80 +)-80-- 65 +/-80 67 +1-80 1) TSI' D I IP-IU-I IP DIMENSIONS SHOWN. FOR INEGRAL FIN AND EUUAL LEG WINDOWS, UBIKAL:I 1" FKUM IHE IIP-IU-IIIMLNSION IN IHE IABLt I DI, It RMINIE t WUUW IHINSIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1 16" NOM TABLE DIMENSIONS MAY BE 7/16" LAMINATED GLASS STACK I ORIENTED VERTICALLY OR III_ 7/16" LAMINATED GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. LONG 090" PVB INTERLAYER 3/16" TEMPERED GLASS 311.HEAT STRENGTHENED GLASS 316" HEAT STRENGTHENED GLASS SIDE 3116" HEAT '� Imo— LONG SIDE 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE 090' PVB INTERLAYER 4 *-13 11 f SHORT SIDE 5 SHORTB1TE f GLASS BITEEXTERIOR EXTERIOR f�--- LONG SIDE a 7578 21 13 GLASS TYPE 2 GLASS • • • • • • SHORT LONG SIDE SIDE • •• • • • • ••• •• •• ••• •• • • • •• —�I SHORT I _ ••• ••• SIDE • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • r4 ::1�ci;t I J tWl` 4i NO CHANGES THIS SHEET. W z V Y 0 O �o v O � ,_. zy 0 a' N r U) OJT W Z r 0 Z W W o 2 00 o J W 0 U U_ 00 FW- Z a L5 n� O W _ Z o p E- J Q W J m LL O M < O O W W Z a O Z a<� L) Ld W Z LD O X W LL o a \\\j11II111//// GNY LYNA/ .,. No-58705 ;OT �A�Tl (V� ''•FZORIDP. '' N �S/GNAL ENG A 1111 LLER\P. E. P E # 58705 TABLE 5 Window Design Pressure (+I., psf) for Glass Type 5 Long Side, Tip b Tp'in) 37 +901.130 *90r-127.5 *90/-1235 +901-121.7 +9p,'-1198 +901-1165 +901-113.5 +90/-111 +90/-1085'+901-106.3-+901-/04.5 +90l-104.5 *90/-1D4.5 39 +901_126.1 +90'-120 +90/ 114.5 +901-112.9 +90/-1'1 +90l-107.5 +901-104.5-90/-1C1.7 +901-99.5 90!92 +9G!-977 +90l-961 189 6 ! 88 1 +901-94.6 + 86 5 +90/-941 41 90.'-t 13 5 90'-107.3 901-105.2 90/.1 G3 +90/ 100 5' *90! 97 8 90/-94 9 43 ♦90/ 114.4 +90/-107 5 9nl-102 5 _ 901-100.7� _ +90 95.2 901.98.63 _ / B1.4 +/ 80 4 _+/_86 /-80A 45 +90/ O8.] +90r-102.5 901-98 6 901 97 1 901 94 9 90/ 91 I-87 3 -84 / 81 7 -I_ / 79 _..-- 77.8 +1 76 1 :-75.6 + 2 ] +/-72 _ +l 59 6 1-68.9 47 49 +90/ 104 4 +W/ 101-1 +901-99.8 +90/ 97 90/-95 7 90/-92 6 9093.9 +90 90.9 90191 6 87,5 -83 6 , 51 ! 78.9 r 188 5 / 843 1-81 2 /-78 5 + 78 1 +l-85.7 +/-82 +-79 1 +/-76.3 +1-73 6 / 76 4 7 73 9 ! 71.7 51 53 55 +90/-98.1 +90195 3 +90192 5-~+/-88 1 901-94.1 +901-91 1 2 +901-90.1 !'-88.2 +1-71.2 +'-58.9 68.7 T 66 3 _ _+/ 668 +7-65.9 + 64 n'-63.2 +l 61 B +/-61.2 +i-87.4 -1.84.3 + 85.6 1829 +r 80 5 / 93.3 180 +! 77 +1 74 /-71 3 r 1 81 4_ 1 ! 79 I ]6 8 +l 74 6 /719 l 78.1 +/_74 9 171 9 69-1 1 76 2 +/ 73 1-69 9 66 9 74 +/.7 +1-67 9 1-64.8 ! 71 7 +/ 69 1 /-65 9 �r-62 8 : 60 9 /684 i-655 L*/-629 __ 664 _ / 63 9 57 59 -61 - +1 89 8 +/ 8� +l 84.6 _ +/-85 3 +1-82 a /-80 0 +/-81.8 1 6d 1 i-62.2 -- : 61 9 - !-60 3 _ +1 60 1 +/-79.7 +l.77.6 + '8 4 176 2 73.2 /-60.8 63 65 67 +1825 +1 80 7 ! 79 1789 1 77 /-75 3 /]d.6 _- +/ 73.6 +171.7 +! 70 72.2 -70.2 68.5 +/ 704 / 6B 4 1 67 3 / 65 2 i-64 4 62 /-62 4 /-61 1 68 718 73 77 7H-3l4 +1 7 3 3 6 /-73 6 +/-70 2 I 1-56 6 +r-62 9 _ 63 3 + 60 5 +/ 66.5 +: 64.8 _+/ +170 al-fi8.5 +/_665 ♦I.648 +l-63.2 3 - _ +l-6t.9 +/-60.9 - --- 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6'. Window Design Pressure (+/., psf) for Glass Type 7 Long Side ('n) 68-7/8 73 77 _____ 78-314 _ 81 85 89 93 97 101 105 109 110-112 31 +90l-130 +901-130 30 +90/-130 *90/.130 +W 130 +9Dl-130 +901-130 +90/-130 'W0 130 +90/-130 +901-130 +901-130 33 35 37 +901130 +90/ 130 +901 130 *90l-130 +90f-130 +901-130 +90/-130 +90/-130 +90/-130 +90/130 +90/ 130 +9D1 130 +90/13C 90'-130 90l-130 +901 130 +90/ 130 +90/-130 +901-130 _+90/-130 +90/-130 +90/-130 +90/ 130 _ +90!-130 r90/-130 +9D 130 - +901 130 +901 128 3 +90/-130 +90/-125 4 90/ 130 901-130 +90/ 130 +901 130 901 122.6 901120 1 +901118 1 +90/ 116 1 +901-118.1 39 +90/-130 +90l-130 +901-1294 +901-127.5 +901-125.4 +90/-121.5 +90/-1181 +90'-114.9 +90/-112.5 - -110.4 +90/-1086:+90/-106.9 +901-106.3 1, 41 +90/-130 +901-128.3 +90/-121 2 +901-118 9 +90/-116.4 +90I 113 6 +ft 110.5 -;; +90/-107.2 +90/-103.9' +90/-101.3 ; +90f-99.4 +90/.97.7 +90/-97.1 43 45 +901-129.3 +901121.5 +90l-1156 +90l-113.8 +.1-1114 a90/1075 +901-1042'+90/-100.6 +90/-102.8 +90/ 98.7 11 +90/-95 +90/-97 +901-93.8 - +90/92 +90!-909 +901-90.5 +901-92.3 90/-90.1 +l 87.9 +80/-85.9 +801-85.4 +90/-122.9 +901-115.8 +90i-111.6 .90/-109.7 +90/-1073 47 49 51 0 53 55 +90/ 118 +90/.114 2 +90! 1' 0.9 t90! 107.7 +90/ 104.5 +901-1127 +90/-109 6 +90l-106 3 +90l-102 9 +90/-99 6 90/-1081 +9Dl-104 8 +90i-101 8+ +901-98 7 1 +901-95 3 +901-106.1 +601-102.7 +90f-99 6 901-1D3-5 901.100 1_ 901-96.9 a90/-86.8 +BO/ 944 +901-95.3 +90, 91 8 +90l-91 5 +1-88.7 /-89.1 / B6.7 801844 80/821 +801-81.3 1-86 80i-83.5 801 81 +! 78' +1-77.8 +901 92.7 +/-89 3 +/-86 2 801 83 2 + 80 805 7 9 +! 754 +/-74 5 +80/-83 7 I +80/ M 6 1 77.7 __ / 74 9 _+/ 72 3 +/-71 4 80( 81 3 +/ '6.1 75.1 f 72 2 +/ 69 B +r-69 1 +90/-96.7 +90l-93 7 +901-94.1 +901-91 9 +90/ 90 4 +! e! +1.88 3 +BOI 84.6 57 +90/ 01 5 +901-96 4 +90/-92.5 _ 90'-91 -89 3 +BOf 86.1 +SOI 82.4 +l-78.9 / +/-75.6 72.5 ! 69 9 +! 67 9 59 61 63 +90/.98.5 +90! 95.6 +90/-93 5 r901-91 3 +/-90 -/-87.7 +80/-84.3 1-88.5 80/-86.6 +801-83.6 +80' 80.3 +l-76.7 +/-73 3 +/-70.3 +1-68.2 _ +80/-81 +/-77.9 +/-74.5 +/-71 +1-68.7 --- - - 177.3 +1-74 +/-71 � *1-68.8 --- _. 8(Y-86.2 +80:'-62.7 _ +801-84.3 +80/-80.7 +90f 92.2! 65 +901.91 2 _+f�88.1 +/-87 +80/-83.2 +/-79.6 / 76.1 +,r-72.8 aL. 67 68-718 73 + 89 3 +801-85 +801-81 +/-79.1 _+801-B1.6 +r-79 4 +1-77.4 +1-77 3 +1-752 / 733 +1.70 5 716 + 9 - - +/873 1_+8(1-94 _ *+1- +1.79.4 +/-7_1 +1-73.2 +/-71 +l-68 4 -- - 77 +/-79.1 9 1 +1-75.1 +/-71 4 4 +/-69.9 -----�- 76 314 +1-77,4 +I-73.2 +1-69.9 *1-68.8 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIME I 7/16" LAMINATED GLASS STACK 090" SG INTERLAYER 3/16" ANNEALED GLASS •I'�3/16" ANNEALED GLASS 4 11 I 1 5/8" GLASS BITE LONG SIDE -+ 2 EXTERIOR SHORT a20 13 SIDE GLASS TYPE 5 + Imo- LONG SIDE -y{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7116"LAMINATED _--~~ GLASS STACK 31l6" TEMPERED GLASS 3/16"ANNEALED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT I� i t 1l �l SIDE 5}( 518" -SS GLASS BITE ,r-i LONG 1-2 SIDE EXTERIOR a 75-7 21 13 GLASS TYPE 7 SHORT TABLE TO DETERMINE THE WINDOW SIZE • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • SIDE 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS • • e • • • • • • • • • COMPLETELY FIT WITHIN. • • 664, • • • • • • • • ••• • ••• ••• ••• so 00 • • • • • • • • • • • • • • • ••• • • • ••• • W r Y ❑ - W O V 0 w Z N ' M _ O a N O Z D- ^ x LU ❑ 10 = - - o UUoJU -1 W ❑ m co F- Z V G Ci „ ! LU O O O Z ID ¢ J W LL O ¢ Q_1 F- ® U) z Of # U) �. Z W 0 0 Z ¢o W ❑ o n W w >> ILL ❑ 0 11\111111 /!// LYA,N7yj/r�'' UCENSF •k No. 58705 o of / �SS'ONAL ECG A/LYNNIfvSILLER, P.E. P E # 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 68-7/8 73 77 78-Yt 81 Long Side.. Tip to Tip (in) 85 1 89 93 1 97 101 1 105 109 110-112 113 111 121 1 125 129 1 137 145 31 +901-130 +90l-130 +901-130 +90/-130 +90l-130 +90/-130 +90/-130_ +901-130 +g0/-130 +90/-130 +90l-130 +90/-130 +90/-130 +901-130 1 +90/-130 +901-130 +90/-130 1 +901-130 +90l-130 +90/-130 _33 +901-130 _+_9_0_/-130 +90_/-_1_30 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130_ +9p1-130 1 +90/-130 -- - +90/-130 � +90/-130 +901-130 +.p-130 +90/-130 +90/-130 L_+90/-130 +90/-130 +90/-130 35 37 +90l-130 +901-130 -- +901-130 - +90l-130 +90/-130 r90/-130 +901-130 --- +gp/.130 -- +90/-130 _,_+90/-130 90l-130 - -30 j - +90/-130 +90/-130 50/ 130 +gpl-730 �_ ---- ! +gp/-130 +90/-130 - +90/-130 *901-130 +90/-130 +90/ 130 -- ' +90l-130 +901 130 j- +90'-130 +90/-130 +90l-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +90l-130 +90r-13_0 +90/-130 +801-11_0 +so/-110 +80/-110 _ +801-110 39 +901-130 +90/-130 +90/-130 +90/-130 +g0/-130 i +90/-130 0/-130- +901-130 ' +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +80r-110 +80/-110 +80/-110 41 +90/-130 +901-130 +90/-130 +901-130 +90/-130 _+90J-130_ _+90/-130 +90/-130 +90/-130 +90/-130_ +901-130 ! +g01-130 +901-130 _+90I-130 +80/-110 +801-110 +801-110 I +80J_110 +80/-110 +80/-110 43 +90/-130 +9pl-130 +90/-130 +90/-130 a90/-130_ +90/-730 '_+gp1-130 +9D/-130 .90/-130 +90/-130 �. +901-130 +90/-130 +80/-110 +801-110 '� +801-170 +80/-110 +801-110 +80/-110 +80/-110 - 45 +g0/-130 +g0i-130 +901-130 +90l-130 _+g0/-130_� +g0/-130 +901-130 +90/-130 +901-130 1 +90/-130 +90/-130 +90.1-130 +801-110 +801-110 +80/-110 +80/-110 .eDr-110 +gp1-110 +80/-110 47 +901-130 +90/-130 +90/-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 1 +90/-130 +901-130 +80/-110 +80/-110 +80l-110 +60l-110 _ +BO/-110---+80/-11D _ +80/-110 _+80/-110 +80l-110 0 49 +g0/-130 +90/-130 +9p/-130 +90/-130 +90/-130 +90/-130 +90/-130 +50/-130 +90/-130 +BO/-110 +80/.110 +80/-110 +80/-110 +80/-110 +80/.110 +80/-110 +80l-110 51 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +89.4/-128. +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80l-110 +80/-110 +80l-110 I' S3 +90/-130 +901-130 +90/-130 +90/-130 +90l-130 +90/-130 +88.81-128.1 0 +801-110 +80t-110 +601-110 +80!_710 +80/-110 +801-110 55 +90/-130 +90/-130 +901-130 +9Cl-130 +901-130 +88.81-128.7 +so/-110 0 +80/.110 +80/-110 +80/-110 +801-110 +80/-110 57 6 59 +90/-730 +90/-130 +90/-130 +90l-130 +90/-130 +901-130 +90/-130 +89,51-129.1 +89.4/-129 +80/-110 _ +80/-110 +801-110 +80/-110 +801-110 0 0 �+8101-110+81/-110 +BOr-110 +80/-110 +80/-110 +801-110 -1 to - -- _ + is 61 63 +90/-130 +901-130 +901-130 +90/-130 +89.61-129. +80/-110 _+80/-110 +80/-110 _+80/-110 .80/-110 _ +801-110 +80/-110 i +80/-170 +80/-110 +801-110 +B01-110 '�, *80/-110 +80/-110 +801-110 65 67 +90/-130 rgp/-130 +80/-110 r-- +80/-110 +80/-110 +BOl-110 +g0/.110 +80/-110 _._ +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +BOl-110 _ �. +80/ -- -- - - 68-7/8 +90/-130 +86-110 +80/-110 1 +80/-110 +60/-110 80/ 110 +80/-170 i +80/-110 +80/-110 +801-110 +80/-110 +80/-110_ +801-110 -- -_-- {------i-- -- -- __73 77 +80/-110 +80/-110 +80/-110 +80/-110 -_ -3/4 78 +80/-110 +80/-110 +80/-110 +80/-110 --- —�-- -- -- -- - _- _- --_- �- 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMEN5ION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK -' 3116" HEAT STRENGTHENED GLASS EXTERIOR a 090" SG INTERLAYER _3116" HEAT STRENGTHENED GLASS GLASS TYPE 6 1 GLASS BITE 1-1116" NOM GLASS STACK 7/15" LAMINATED GLASS STACK 3l16" TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER 11 SI S GLASS SITE EXTERIOR rl a 75.19 2, 13 • ••• • • • • •• •• ••• •• • • • •• • •s• • ••• ••• ••• • •• •• •• ••• • • • • •s• • • • • • • • • ••• • • • ••• • TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-� LONG SIDE SHORT SIDE — I -_1 SHORT �- SIDE ff- LONG SIDE --►I T- SHORT SIDE f I LONG SIDE SHORT I _ SIDE PF.('1DUCT RC' V;SE£ :s a -aiNmg it l ti", Ftm vea B+u13i�g ;:x3? e JR - 03/16/18 - UPDATED VALUES AND SIZES. W t+t Y 0 W } ¢o `v 0 y r :- (D oz w v X 04 LU o d Z LL Z 0 ❑ o� 1: W N� O o W O ® J HZ-0 �< 0 O Z o O (!) 5 ILLLL -j [D O _j Q Q F- "'• ® U) Z W O� 1n 5 O CO W Z Z LL O LL Z o O X C7 etie LU 5 LL o a QNY LYNAI ` * No. 58705 *' stA Uj ' .FC ORIDP.•'\�� A. LYNN MILLER P.E. P E # 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE OR FRAMING, SEE -- DISTANCE DISTANCE PER SUBSTRATE, NOTE 2. THIS SHEET SEE TABLE 8, THIS SHEET INSTALLATION TYPE A EMBEDMENT I 1/4" MAX 'rARC SHIM AL 7/8 WINDOW EXTERIOR BUCK HEIGHT CONCRETE/CMU PER ANCHOR REQUIREMENT I INSTALLATION TIP -TO -TIP METHOD D WINDOW -14 1 HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3l4" INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT EMBEDMENT 1X WOOD BUCKSTRIP, } 1/4" MAX SEE NOTE 2, THIS SHEET „ y Imo_ SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE 6 SEE TABLE 8, THIS SHEET 1/4" MAX. SHIM 9 } EXTERIOR STEEL SELF-DRILLINC SMS (G5). SEE TABLE THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING ,,__,OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET r114" SHIM C EXTERIOR VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A TARI F A Anchor Substrate Min - Distance Min. Embedment MaxOC. S acin #12 or #1 10 SS Screw - 1-3 8" Aluminum, 6063-T5 min. 3/8" .063 12" Steel Stud, Gr_ 33 min. 3/8" 0.045" 18 Gat 12" #12 or #14 Steel Screw (G5) Southern Pine SG-0.55 9116" 1-318" 17' Aluminum 6063-T5 min. 3/8" 0.063" ` A36 Steel 3/8" 0.063" ` Steel Stud Gr. 33 min. 318" 0.045" 18 Ga ' 1/4" 410 SS CreteFlex Concrete(min. 3.35 ksi) 1" 1-314"Concrete d12" min. 2.85 ksi 1" 1-3l4" Concrete min. 2.85 ksi 2-1/2" 1-3/8" ou d ASTM C-90 2-1/2" 1-114" Concrete min3.5 i Grouted CMU ASTM C-90 2-1/2" 1-3/4" " MIN. OF 3 1HREAUS BtYUNU I HI: ME IAL SUBSI RA t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1 1X WOOD B CKSTRIP, INSTALLATION NOTES: \ - SEE NOTE 2, HIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEWT. 6OLLO)NJMBEDMENT AND • - EDGE DISTAME LlAlfs • • EMBEDMENT - - _ _ ', CONCRE PER ANCHO • • • • 2. WOOD BUCKS DEWjEyj% H1 H T SV'M". AR•SUCKS WHOSE TOTAL .. - REQUI MENT THICKNESSES ESS``�r1�N 1/2j 1Xy1/O•D �1C1• ARE OI•FIONAL IF UNIT CAN BE INSTA�Fp-DIPjQ*TI•Y TO "ID CW4CRE•E. %OdbtUCKS DEPICTED AS '2X" ARE 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF ' WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION 4� EDG —� ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET • 3. FOR AITAC*A27 TOM &j.THE PLICTURALMEMBEF>�HALL BE OF A VERTICAL SECTION B-B SIZE 1T PCOVI.ELL:U�.IbT TO TOIE WINDOWORAME. 4, IF A:PLgAByE, IQWER DESIGN PREIMRE FRON:0hHER:ADOW OR MULLIOl*NOA AFMLIES TO UFALE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • 9 Material Min. F, Min, F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Eko lAI 155 ksi 177 ksi 410 SS Eko Crete Flex® 127 4 ksi 189.7 ksi 6063-T5 Aluminum _ 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi W m_ Y > N 7 �o v O W d OZw U) O' N o a p Z t'I- co ^ x W _Z J r-- = Lll 0 7 U o ®� W _U co CD r- > Z O o z m o O U J O J Q Z O (D Z F F- 0 =Z_ Q LL Z O W O w w U UJ uJ X Z ti W LL 2 * No.58705 r` TE A. LYNN MILLER, P.E. P E # 58705 TYP. ANCHOR TYPE. EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 9, THIS SHEET NOTE 2, THIS SHEET — INSTALLATION TYPE E _ _ _ _- Iy EMBEDMENT EDGE _ - ----- - DISTANCE �I.-MAX -Tn ` 2 SHIM T EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-314" USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODSUCKSTRIP. -��— EMBEDMENT SEE NOTE 2. THIS SHEET 1 /4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. � SEE TABLE 9, THIS SHEET • 11 _ -` EXTERIOR ail VISIBLE LIGHT WIDTH = CONCRETE/CMU WINDOW BUCK WIDTH - 2-3/4" PERANCHOR REQUIREMENT WINDOW BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION TYPE H 1!4" MAX. SHIM EXTERIOR"`. a I STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 93HIS SHEET Imo- EMBEDMENT a EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment O. MaxC. S in #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min._— 3B" _- A36 Steel 3/8" 0.063" ` 12" Steel Stutl Gr. 33 min. 3/8" 0.045" 18 Ga 12" #12 or #14 Steel Screw (G5) _Southern Pine SG-0.55) 9 1 1 3/ " __ __ _ 12 Alununum 6063-T5 min. I'll 0. 63 0` 12 A36 Steel 3/8" 0.063" ' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga 12" 114" 410 SS CreteFlex Angrouted CMU, ASTM G90 2-1/2" 1-1/4 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 114" Steel Ultracon __ Concrete min. 2.85 ksi _ 1" 1-314" _ 12' _ Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" routed CMU ASTM G90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete rrin. 3.5 ksi 1-1/4" 1-3/4" 12' Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" 'NIIN. UFS IN-UJbt TUNU 1 MCIALJUM)1W 11, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1!4" MAX SHIM ALL HEAD TYPES APPLICABLE. i INSTALLATION NOTES: 1X WOOD BUCKSTRIP. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. ^ \. • 2. WOODS _K•DERIC1.. T•IS:1E.T AS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PER • THICKNESIVIS LEOWHAN 1-9/2".RX WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT " - ANCHOR AE INSTAI&D MIRE.IrHC•.TL�TT�OSOLlybCS�INCP9�RL•yy1r,,��E��'. WOOD BUCKS DEPICTED AS ..Nk REQUIREMENT • OOD 6A2 O1�E EON�GINEERE RBP OTTHLETtSIOR A8 THEAPPSUBED BY OF AUTHORITY HAVING JURISDICTION. INSTALLATION EDGE TYPE F I TYP, ANCHOR TYPE, EMBEDMENT 3 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EDGE DISTANCE PER • T"OVIDE FULL•SUPMR10FO THE 'R1M11POWWO M1E. SUBSTRATE, SEE TABLE 9. THIS SHA•ET • • • • • • • VERTICAL SECTION D-D • 4 APPLI ABL�I��WER�ESIGjf�J PREURE FgOM EITHER WINDOW OR • • M LIQN1 N�A APP S T OLE SYS �1 • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Min. F, Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi EIco UtraCon@ 155 ksi 177 ksi 41 O SS Elco CreteFlezfl 127.4 ksi 189.7 ksi 6063-T5 Alumnum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi I R t) IC T kic FI) n d}r.w" tlw. FIM-'tu 1 idea L.ta A -1x c ,.y,19• f�3t2 NO CHANGES THIS SHEET. UJ z M Y > w N� `v O n O o Y N W 0 j c r - 00 S J ,^_ o W 2 UU_ o ©� C) oo H_- W O > > Z 0 Z rn o O U ¢ J O H O n Q Q U) J N U H ? O ? z o; O Z W W r w W Q ::) r J X O UL W d ___0_\ V� // * .r No.58705 _ -0 'a 'MT ��0��. ST T '4ORkOl" c°SS . G o1NAk- I1�1LN0 A. LYNN MILLER, PE P.E.# 58705 TYP. ANCHOR TYPE. 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT t- OR FRAMING. SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10. THIS SHEET- _. EDGE INSTALLATION — -- = f DISTANCE TYPE f x - - n�� 3 SHIM 12) USED FOR ALL ,..� SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8" III 29 O_C. MAX. a �I WINDOW III INSTALLATION BucK HEIGHT . TYPE L EXTERIOR VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3M" FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 1-4 (PVB INSTALLATION TYPE J NTERLAYER), NOT TO BE USED WITH TYPE K GLASS TYPES 5-8, (SG INTERLAYER). EDGE DISTANCE —� Imo- -- Imo— 1W' MAX EDGE DISTANCE —�-{ SHIM 2X W000 BUCKSTRIP 2X WOOD BUCKSTRIP it OR FRAMING, SEE OR FRAMING. SEES NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1 z i- TYP. ANCHOR TYPE, EMBEDMENT AND c� Dai if+-o EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 10, THIS SHEET EMBEDMENTIq - rh3e f'n,ta:[CuMrai 3 EMBEDMENT NO CHANGES THIS SHEET i 1 ' 1� iL I 1/4" MAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 1114" MAX SHIM INSTALLATION TYPE J EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT f EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F EXTERIOR V 1� VISIBLE LIGHT WIDTH I 5 WINDOW BUCK WIDTH -2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max. O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55) 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine_LSG=0.55) 3/8' S" 2-1/2" x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)" Southern Pine SG=0.55 1/2" 5" 0 093"Alurrinum, 6063-T5 min. 5/16" 5" 1/16"A36 Steel 5l16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" INSTALLATION NOTES: 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW .00 • • (VB:)M:NT0 DC: D�TAN�ItIIMITS. • • •: FCC, t:rAC:MH:JT- 1&AL: JHE STRUCTURAL MEMBER SHALL • %E OF A WZE JO Fy20\&DE DULL SUWPORT TO THE WINDOW FRAME •• ••• •• • • • •• 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • ••• • ••• ••• ••• • • • • •• • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Mn. F, Min. F. Steel Screw 92 ksi 120 ksi 6063-TS Akmlinum 16 ksi 2< ksi _ A36 Sbeel _ 36 ksi 58 ksi Gr. 33 Steel S1ur1 1 33 ksi 45 ks W i �2 Y O 1 N_ j > LL p �o 'v O U) J a r W r LL Z (D ^ 2 2 J LU Uj 5 O O o ® p_ w v c� O ¢ O z o Z rn o O V g LL O W J H ® � fn a O I`_ j O z Z O Q U Q O w p LU Z — r O X Z Ly VIGENSF !�C No. 58705, _ S AT OF !1! 'OT FLOR0' FS. . .... . . A. LYNN MILLER, P.E. P E # 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N 1 EMBEDMENT CONCRE-1.1- PER ANCHOR EDGE REQUIREMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET EMBEDMENT INSTALLATION TYPE M L1/4"MAX -, 3 SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O_C. MAX. EXTERIOR : 114" MAX. SHIM t STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 11 THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION I h- EMBEDMENT GLASS TYPES 5-8, (SG INTERLAYER). TYPE N EMBEDMENT 1/4" MAX SHIM IX WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET ' OR FRAMING, SEE NOTE 2, THIS SHEET _ TYP. ANCHOR TYPE. EMBEDMENT AND � EDGE DISTANCE PER SUBSTRATE, n 6 l SEE TABLE 11, THIS SHEET 1 ` 1 r1 /4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. _ SEE NOTE 2. THIS SHEET • • "4ROSTEEPCMUINVALUQS MIRY BEOJOED FOR GROUTED CMU APPLICATIONS. - - ALL : EAS T D ES: PP:ICA. LE � INSTALLATION NOTES: • • • • • • • • • • • •• ._ 1. USE ONLY ANCHORS LIST &ON T44WEET.JWLOVVMBE;IME;ITP0IQEDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET 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. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER INST JYTION TO THE SUB:T. ATE OF FOOD BUCKS O BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOR)J?FeVING-JQRISDICTJM. • • • 3. FOR ATTACHMENT TC•MEJAIL THE ST%JCTU� MEk4ER SWALL � OF A S:E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • • VERTICAL SECTION H-H • •• . • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VISIBLE LIGHT WIDTH = I WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EDGE DISTANCE 1 CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-TS min. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Gal' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0.063" ' _ 6.2" Steel Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" 1/4" 410 SS Cretef-lex U routed CMU, ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete (min 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Ultracon Concrete min.2.85ksi 1" 1-3/4" 11H' Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" Un routed CMU ASTM G90 2-1/2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete in. 3.5 ksi 1-1l4" 1-3/4" 11.6" Grouted CMU ASTM G90 2-1l2" 1-3/4" 11.6" Material Min. F, Mn. F., Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi E6o ldUaCon® 155 ksi 177 ksi 410 SS Elco CmwFleaCA 127.4 ksi 189.7 ksi 6063-T5 AWminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi or. 33 Steel Stud 33 ksi 45 ksi r'1l 1C Rk VI.FP tr "ith tr. F`v. is are b t�G� :. w Pad if.rz u ar : �n 2rofilc! wvllfroi/I NO CHANGES THIS SHEET. W = r1 Y to v O N y j r o a,t. U O Q CO z D' o U)LU 0 J O im Z Z_ J O toS � = W N- U o W U e I- UJ 00 Lu O) o > Z o Z rn o O U r J W O m J Q ® N rn Z Z O to O Z a Q ==' o I- Q O w v 0 K z Z r 1t 111 III /Il/ .r• Ne.58705 _ 0 ST4TE OF 1111111, A. LYNN MILLER. P.E. PE # 58705 TABI.F 12 Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 1 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cmer Alum. 6063-T5 6b 4224 Installation Fastener Coeerfor Cures Rigid PVC 8 4267 7116' Lami. Glass Beading for Cunes Alum. 6063-T5 9 4269 I.G. Beading for Cures Alum. 6063-T5 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 1 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7116" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3132" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommerling Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXl- 77 Quanex Duraseal Spacer 78 lCardinal XL Edge Spacer I I I I I T I 10 j ALL CORNERS TO T� USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 2 784" - .094"—II-�- t P1740621.875" .438000"50W050 OFLANGE FRAME 2.784' 094' �Ilf 1 .074" r 062" 1375' 1j 111 .500' .438" } 0510,.o.00a- OEQUAL -LEG FRAME 2 784" 014" 0 1.375' + 1� 500' .438" 1 t-- 4 - 050„moos 1.125 077" OFIN FRAME 97 �F=j 8" -.�I-- 346" .875" I If 1.037" -�I'9�70" �-- 875" II 346„ .050" f _yIIIIIII1- 050" 050" u0" lulu-- l.0u50" f �1101 Ilr�II .050" 1yllf_ O7116"I.G. MOGLASS BEADING INSTALLATION F OGLASS EVGLASSS FOR CUR GLASS O FOR CURVESBEADING HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUTYL / POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SEAL 5/16" NOM. POLYISO- 1/4" NOM. 3/16" NOM. SILICONE 5/16" NOM. SEAL BUTYLE IC WITH STRUCTURAL BUTYL & ROLL -FORMED DESICCANT ?� SILICONE DESICCANT STAINLESS STEEL ' FOAM WITH FOAM i EXT. GLASS-+ DESICCANT EXT. GLASS-� EXT. GLASS EXT. GLASS-4 t` INT. GLASS `-INT. GLASS 'l!{`INT. GLASS �INT.GLASS KODISPACE SUPER SPACER'' DURASEAL4' XL EDGE�s 75 4SG TPS 76 NXT �"' 77 SPACER 79 SPACER ANGLED/CURVED FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY I I t ' � • • • • • • AR COF*ERS ♦O • " EXTERIOR EQUAL -LEG FRAME FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR• • EXTE IOR • • • • • AND EXTERIOR FRAME WELDS • • •;� • • • • FLANGE FRAME (SHOWN) OR CORNER KEYS AT • • • • • • • SCREW BOSSES. SEALANT ATALL 1;.;S • �• • • • • • • • 30 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY EXTERIOR ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES, SEALANT AT ALL CORNERS :^.e �;cr r;r�nsscl Attrpt er<.:14) IS—t�1r�T.A Ir l NO CHANGES THIS SHEET. W _ M 2 ❑ p �❑ v O r O CN J a¢ W n O_jo Z 'L ^ S Z 13❑ , 2:W W `- UOo -I ❑ I- Z 7 s < W _ Jo W > i Z W Z o Z rn o O w LL -3 0 ❑ O o o -I I- Z Q -_ ® Z z O U) < ❑ Z ' Q o O Z IY 1- X ❑ W w I� U X O > W m a LYIN/v Z: No.58705 p % r _ ' ST TE OF SS/ONA1 \ A. LYI✓H/rhILLEk`, P.E. P. E # 58705 MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1 t805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NgACCEPTANCE (NOA) www.miamidade.gov/economy n tts�ies, In � 1070 Technology Driv Z North Venice, FL Sri 34 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as ith the Florida wilding Code, including t city Hurricane Zo7"Imp """ .•.... DESCRIP ON: Series "PGT" Clipped Extrnum Tube Mullion — L �VLI! • • •; • • APPROV L DOCUMENT: Drawing No. 63act—Resi �tin Tube 1VJullions":*•*•, sheets 1 throug y manu acturer dated 08/29/I1, with revisipp.p datect06/2.6/2020;"": signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County1hroduct ConVo'llevisiork.... stamp with the Notice of Acceptance number and expiration date by the Mia"Oloade CouPl"4 roducb•:••• Control Section. • • • • • • • 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's >amc` �r log � •city, state,,,,:, model/series, and following statement: "Miami -Dade County Product Control Apgroved", unI4ss%tMrwisq. . noted herein. '.•' •.•• i�•••i RENEWAL of this NOA shall be considered after a renewal application has been fled and th&l!'Its been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. VAWAI r�lafHt iino coiaratir : ` NOA No. 20-0406.03 Expiration Date: May 26, 2026 08/20/2020 Approval Date: August 20, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 63003R, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter, dated 051Wl*I, signet••;• and sealed by Marlin D. Brinson, P.E. (Submitted under ffOA No. 10,0819.05) ..... • . ...... . . C. CALCULATIONS 000000 • • • • • • • • • • 1. Anchor verification calculations and structural analysis, cotrlpJ&itig wit TBC 5t:.... Edition (2014) and with FBC 61' Edition (2017), prepared by: �anufactre�r� dated• • • • 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. • • • • ' so**:* D. QUALITY ASSURANCE "•••• 1. Miami -Dade Department of Regulatory and Economic Resourde s AER). • • • ; • • • • ; E. MATERIAL CERTIFICATIONS 1. None. F. ST ENTS Statement left r of conformance to FBC-5 r'' Edition (201 anLFBC-6Edition (2017), date 6/22/17, issued by manufacturer, signed and s ledniller, P. .2. Stat nt letter of no financial interest, dated 06/22/17, issued, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20,2020 E - I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017) and with FBC 7' Edition (2020), prepared by manufacturer, dated 04/01/2020, 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. • • • ...... . ...... F. STATEMENTS • • • • • ' 1. Statement letter of conformance to FBC-6th Edition (201'4)"alfa FBC'-T4:Editioi. • . • • (2020), dated 03/30/2020, issued by manufacturer, signed ;> :;haled 1bey.4nthony.;..' Lynn Miller, P.E. • • • • • • 2. Statement letter of no financial interest, dated 03/30/2020, issued:by manufacturer, •o signed and sealed by Anthony Lynn Miller, P.E. • ' " ' """ . ...... G. OTHERS • • "" • 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE[ —OPENING WIDTH FOR VERTICAL MULL MULLIONS / SEE DETAILS A-D,G,H; SHEETS24 i% SEE DETAILS III I ATHRU G; / Y I11 SHEETS 24 -- - - I I 1 I III I I III �j MULL LENGTH 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. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 11 I 5 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEE DETAILS1 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN SHEET' z4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. / III j I — ",'SEE DETAILS HORIZONTAL MULL A.D.G.H: SHEETS 24 LENGTH HORIZONTAL MULL LENGTH HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTAL SEE DETAIL E. MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST - SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443: ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON+NONS. PRODUCTS MAY _BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI MANUFACTURED BY CGI, TION PRIII 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) OF �BLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL (--OPENING WIDTH--{ I--HORIZ. MULL LENGTH --I 'I LENGTH I— T� OPENING HEIGHT OPENING MULL y U FOR HEIG LENGTH fl �4' HiOIRLI y �j' LENGTH TH fl MULL SINGLE MULLION SINGLE MULLION OPENING WIDTH FOR VERTICAL MULL TH FOR VERTICAL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: •2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION a2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 -AISI SLOG-16 •AISC 360-16 GENERAL NOTES ., ..... 7 INSTRUCTIONS ... ......7 ELEVATIONS... .......... 1 MULL TO 2X WOOD ........................ 2 MULL TO I & MASONRY......_...._ 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY..... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL...._._ ....................... 3 ALTERNATATE CUPS.. .......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 .375 MULL SPECS.......... 7 1 X 2.75 X .65 MULL SPECS...........8 1 X 3.125 X .500 MULL SPECS........ 9 1 X 4 X .125 MULL SPECS.. 10 1 X 4 X .375 TUBE MULL SPECS.... i I 1 X 4 X .375 "T' MULL SPECS_.._.. 11 1.25 X 3.188 X .265 MULL SPECS ..12 1.25 X 3.25 X .100 MULL SPECS..... 13 1,25 X 3.25 X .624 MULL SPECS.....14 1 25 X 3.94 X .624 MULL SPECS.....15 2 X 4 X .25 MULL SPECS..... 16 2 X 6 X .25 MULL SPECS ............. 17 1 26 X 2.11 X, 125 MULL SPECS ... 18 30° X 3.25 BAY MULL SPECS......... 19 45° X 325 BAY MULL SPECS....... 20 MULUON & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2......__.._........_......24 LOADING EXAMPLES ... .... ........ _..... 25 PRODUCT REVISED as complying with the Florida INSTRUCTIONS: Building Code NOA-No. 20-0406.03 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2026 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY Miami -Dade Product Control 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT-) 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 (LBSIFT') 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 TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. \I7I I I 6) FROM THE ANCHMAMA TA*j3LF& OI•ETHIe SANE *HEFT AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE �\ JP\�"' " N!19/ ANCHOR/SUBSTRATFWANCHOR-GIP PP6111I MW AISPL)IIISCLECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • • • P;' •..� !No.58705 7) IF THE MULLION ck*aTYjd§tFT') 8f?FAIN& IN TfiE?ABLE 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 = -O .•L�c - VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE `� 2!1 ' .. F O. TAT OF 8) VERIFY THE DESIGN PRBIIis(JRE RATING (1139lF1') FOR }I• GENE TRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 1i �T < FCORIOP..'• N? CAPACITY LBS/P9-d STAINER FOR TIE +LL1(14 SYSTEM. E LO R OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S "• CO PRODUCT ASSE L , • • • • • • • • • 7S'ONAL E, ` ' 9) HIGHLIGHT OPTION USEQ AND TABbB ALAUSED IN A 9*PECIFIOAPPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LYNN MILLER, P.E. FL P.E.t158705 • • • • • • • • • • • •• •• • • • •• •• DETAIL A: MULLION TO 2X WOOD BUCK MULLION OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION I I I 6 1 I I d SEE SHEETS EITHER THE 1 1 21-23 FOR HOLE STANDARD OR a LOCATIONS OFFSET MULL EDGE m CLIP MAYBE I DISTANCE m INSTALLED BY \ d �I I FOR WOOD / THIS METHOD. a SCREWS \ OR ALL MAXF ALL MULLIONS ° d d \ \\\ \a \i a 4 EXTERIOR ° d TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B.16B AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET I. FRONTVIEW DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR EDGE DISTANCE FOR MASONRY THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-168 EDGE/END DISTANCE SEE TABLES 18-138 SIDE VIEW H m Oh g Z O O MULLION S� � BUCKSTRIP TYP. ANCHOR n= W AND PER SUBSTRATE, p ATTACHMENT SEE SEE TABLES 10-138 BY OTHERS.to SEE NOTE 1, N SHEET 1. 5 LU 1 MIN 2 7 KSI - EDGE 9 CONCRETE OR CMU I- DISTANCE, J I I t--I-SEE SEE TABLES IIn I EDGE DISTANCE 18-13B 1 FOR MASONRY o w I ANCHORS m Q 0 E- a SIDE VIEW Z (0 Q EITHER THE � O \ ° STANDARD (� e ° d OFFSET MULL Z a T LLI2 Q CLIP MAY BE . INSTALLED BY 5 P o rcQ THIS METHOD. J � _ _ TYP. ANCHOR ////// PER SUBSTRATE, SEE TABLES 10-13B BUCKSTRIP AND TATTACHMENT EMBEDMENT' BY OTHERS, 1 - SEE NOTE I, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT 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, BECAU%E THE P♦ICFIORCAPACI-R' ISbASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO♦IOE TAEtRMN TI`"OLLAMNAH&TS♦. FbR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. • • • • • • ♦ • 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCOINLTRACCN, SEV1}ALT UCf:ACO4+,0R UEWA:T*LCO:*' S.S. AGGREGATOR MASONRY ANCHORS. • • or • • ♦ • • • • ••• • • • ••• • • MATFRIAI PRr1PFRTIFC- Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi DeWalt/Elco Aggre-Gatot1 57 ksi 96 ksi Elco UltraConO 155 ksi 177 ksi 3/16" DeWalt UltraCon+® 117 ksi 164 ksi 1/4" DeWalt UltraCon+V 148 ksi 164 ksi 6063-TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ``1111 I. IIII Ti/ �tCENSF No. 587O5 •� L // �F 0 O \ i�Oj; i C� "•F<ORID�. ' N tS S'ONAL ENG TrrrIIIl111 I, A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL E: MULLION TO MULLION _ ® 8 -I125"MIN. n DETAIL C: r INTERSECTION NOTES:' ; z0 \ MULLION DIRECTLY ATTACHED TO (U-CLIP) $yyytti L \ MASONRY STRUCTURE _ 1) MAY BE INSTALLED IN "TEE" OR "CROSS" (STANDARD CLIP SHOWN) INTERSECTIONS. o \ VARIES � w 2) MAY BE INSTALLED HORIZONTALLY ¢ BUCKSTRIP �� (SHOWN) OR VERTICALLY. NOTCHED TO N PROVIDE \\ BUCKSTRIPL 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 u s CLEARANCE 1 fm t () FOR MULL i AND FOR CORRESPONDING MULLION. Z ATTACHMENT TOP VIEW CLIP. \� \ MULLION I BY OTHERS, W I \, \ SEE NOTE SHEET I.1• VARIES-f---� J 0 #12 S'FEEL SCREWS, .. Z \� SELF -DRILLING OR PRE -DRILL \ \MULLION AND USE SMS ll.l `L inMULLION 07 O (� (D c('0) 7 ° MULLION ♦- Z m TYP. ANC j 9 Q EITHER THE e d IO PER SUBST R TE, THE OFFSET CUP'S ` m W STANDARDOR d RECOMMENDED FOR v ° I SEE TABLES B-13B FIN -FRAMED Z S g u� OFFSET MULL a p l LINTERSECTION B I WINDOWS. BUT MAY ./� �' ffi W i CLIP MAY BE c e l e I I U-CLIP L- S INSTALLED BY °. ° I EDG (STANCE ALSO BE USED FOR J F'- u ¢� THIS METHOD. I I FOR ANCH IRS NRV OTHER FRAME TYPES. EXTERIOR Q Z N ° e d I I I Z Z Q N N ° mI F Z + ' °d SEE SHEETS21-23 FOR F- l "O up HOLE LOCATIONS 5 y IS 0 EXTERIOR - °° ° FRONT VIEW DISTANCE 0' F EDGE DISTANCE ° e SEE TABLES H 3:FOR MASONRY ° d 1BA36 3 Z Q ANCHORS - ° c 4 0- Z ..0In mO >0 e m f SIDE VIEW B� m� e. o a o�rc DETAIL D: d 4 MULLION ATTACHED TO PRODUCT REVISED 7VP. ANCHOR as Complying With the Florida T ANC OR 'PER SUBSTRATE, STEELSTUD Building Code PE RATE, SEETABLESIS-13B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03 SEE LES 1B-13B STRUCTURE Expiration Date 05/26/2026 BUCKSTRIP AND TYP. ANCHOR By ATTACHMENT _ _ R PER SUBSTRATE, ® Miami -Dade Product Control BY OTHERS. SEE TABLES 18-13B BED T SEE NOTE 1, a SHEET 1. _ ~ l �j SEE SHEETS ' EDGE 21-23 FOR [___4_DISTANCE HOLE SEE TABLES LOCATIONS MIN 2.1 KSI CONCRETE O U MIN 2.1 KSI CONCRETE OR CMU IB.13B �\ T VIEW SIDE VIEW -MULLION INSTALLATION NOTES: • • •EDGE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • • D STANCE ' 0,''1C..IY` n��C /� • • IOR *EELSTUeS THINNER THAN Ste' GABLES ��= 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW • • • A GA*01 EOMPLANT WITH THE FL BUILDING '. • • abDEM 2%yINDOD 81�KER MUST USED. _ NO. 58705 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE • • • •� • • •ATTAMME*T BO&HERS. _ 114- CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - f7''�' . ' FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES: "� `� / Z 0 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. O� ., Al E OF (V� • • • • • 1 gFW*2X WOC"CRE 91iEEL STUDS, WOOD r 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. • • • ANG�40R VALUE MAY BUSED. i'S, �OF....f•�G\?\ • • • • • • 2) S4ORRESF;*DINCiRY1LUON TABLES, ��"'III ' I I I H II I`�� 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • • • ELCO ULTRACON, DEWALT ULTRACON+OR DEWALVELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • SHEETS 5-20, FOR QUANTITY OF SCREWS, A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, \ SHEETS 2 AND 3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. EXTERIOR STANDARD MULLION CLIP -MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O TVP. ANCHOR PER SUBSTRATE, SEE TABLES 16-13B DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) OR 45" MULL O III �) O O O TOP VIEW TYP. ANCHOR 'PER SUBSTRATE, SEE TABLES 15B OR 16B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE / INSTALLED INSIDE OF BAY MULL. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control EDGE DISTANCE• PER ANCHOR ANCHOR i —C+}- - © • � O• :40-Ls IFORNNSf ITION OPTION G & H: • • • • • • • ` "II ,...I/// _ Iv \` \.`'KN ... ..' •.�'%/ \ .. �10EN5 C. •. C�� i/ • • • USE PANSLECLIRS PER: ULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 1) �•' ••, NOTES FOR INSTALLATION OPTIONS F: • • • • 000 • • • • • • 2r�TAIL%: SEI TA�LEI 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE No. 58705 ' 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126" X 2.11"X .125" MULLION. LOCATIONS.- 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B SR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE I %�O^'., STATE F 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • 000 LOCATI8P}Se ••• • • • • 'b<OR1O P.•' ' �S •' G� • • • • • • • • • • • • • • • . .... �� ., S�ONAL. - ` •• •• •• • • • • • • • • • • • A. LYNN MILLER, P.E. • FL P.E.# 58705 ••• • • • • • • • • • • ••• • • • • • • • ••• •• • •• • • • • • ••• •• • •• • TABLE 1A Mullion Capacity Table Ibs/RZ ANCHOR CAPACITY Opening Width (for vertically-spar"rig mullions) or Opening Height (tor horizontally -sparring mullions) ADJUSTMENT FORMULA: 50 In 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in ! ANCHOR CAP.,-,-,) Rectangular gu Traprtn ang. Rectangular 7rop/Tdang. Rectangular Trop/TI ctangular TrapRdang. Reelangldar TraplTriang. Rectangular Trop/Tdang. Rectangular TmP/rdarg. Rectangular 7rap/Triang. Rectangular Tropl7neng. (DP„) X `MULLION 1 x2X.126 Loading Loading Loading Loading Loading Loaoading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading CAP.,,,„,,,eE Alum. Tube __CAP._ Mullion A 8B o � �a o oG '3 n �a o o a a ac� a>aaS o s m B= tuo a" u uv a d ci cia a u uo h5 ci %� ci uo e= ci civ D ci uo ci ia is Lio m u <i o ci Lio aUSE THIS FORMULA TO OBTAIN o r�o o o o ,s`o 3 o t= o �_ € g t o o t .`o, oz 2 THE"ANCHOR CAPACITY �ei < �tg. a`rc �= aa �� ale �$ de �'� �a �a 4rc �a a g� a¢ ��. arc f€ arc E� a g� ¢rc �� . drrc �n arc g€. ¢IC REQUIRED"CORRESPONDING 42 in 111.9 408 129.5 332 93,2 408 115.5 325 79.9 408 107,89 408 104.4 319 62 1 408 104.0 319 55.9 408 104.0 319 46 6 408 104c 319 39.9 400 104.0 319 35.0 408 104.0 319 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 74.9 312 83.8 258 62.4 312 73.4 252 53S 312 67.0 8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 OPENING, WHEN IT IS LOWER 50.625 in 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 557 .9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.] 219 26.6 281 49.3 219 2.2.8 281 49.3 219 20o 281 49.3 219 THAN THE MULLION CAPACITY THE TABLE) OF THE c 54 in 52.6 247 57.5 207 43.9 247 49.8 202 376 247 44.8 199 32.9 247 41.5 196r29.2 247 39.4 194 26.3 247 38.4 193 219 247 381 193 18.8 247 38.1 193 16.4 247 38.1 193 (FROM SELECTED MULLION. IT WILL C 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24e 200 28.9 160 200 27.1 159 19.2 200 25.9 157 16e 200 25.0 156 YIELD A MINIMUM ANCHOR � 63 in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 I81 22.8 144 16.6 181 21.7 143 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20A 165 23.1 136 16.0 165 21.o 134 ANCHOR OPTIONS FROM THE 72 in 22.2 139 23.3 120 18.5 13g 19.9 1/8 15.9 139 17.5 116 ANCHOR CAPACITY TABLE. 6 in P7. 18.9125 19.7 109 15.7 125 in 17.5 118 18.2 104 TARI C 4R Substrate: 2.7k Concrete U Concrete 3.51, Con, Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type. 3/I6" Elco Ultracon 114" Elco Ultracon 3116" DeWalt Ultracont 114" De Wall UOrocon+ 5116' Elco Ulbacon 3116" Elcc Nlrocon 1/4' Elco Ullrocon 3116' DeWa1tjUh.con- Ultrecon-on- eWall 1/4" SS Elco AggreGator 5/16" Elco Ullracon 114" SS Elco AggreGator #10 Steel Sc (G5) #12 Steel Son-(G5) 412 Steel I&-(G5) (Ibs) Edge Catame (in): 1" 2-1/2' 1" 2.112" 1" 2112' V 2-1/2" 3-1/6" 1" 2-1/2' 1' 2-VT 1" 2-112'2A/2" 2" 3V8" 2" 0.48" 0.54' 0.324" Embedment(in)i 1.314" 1-3/4" 13/4" 1-314" 1-3r4" 1.314" 1.314" 1.314" 2• 1-1/4" 1-1/4" 1-1/4' 1-114' 1-1/4" 1-114"1-1/4" 1-1/4' 1-1/4' Y 1J/8" 1-3/8" vanes 2Anchors @ 435" Min. O.C. / Standardor Offset Clip (Fig. 1) 390 lbe 390 lbe 4501bs 890 lbs 310lbs 630 lbs 220lbs 870 lbs 1644 lbe 270 Ibs 280 lbs 354 lbs 7401bs 230 lbs 370 lbe580 lbs 374 lbe 664 lbs 946lbe 341 Ibs 442lbs 5601bs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbe 700 lbe N/A WA 3201 bs 1260 lbs 370lbe WA WA WA 380 Ibs NIA WA N/A 7401bsN/A WA WA N/A 682 Ibs 885 us 1120 lbe 4Anchors@3"Min O.C./(2)2x5AngleGips/(Fig.3): 780 lbs 780 IN 680 Ibs 1560 Ibs 6201bs 1260 lbe 4401bs 1740 Ibs 18961bs 5401be 560 lbs NIA 760 us 460 Ibs 740 lbe11601bs 748 los 880 Ibs 1892 Ibs 682 Ibs 8851bs 1120 lbs 2 Anchors@0.45"Min. O.C.IllClip, into. 12Y Alum,(Fig. 4): WA WA N/A WA WA WA N/A NIA N/A NIA WA WA WA N/A WANIA WA WA NIA WA N/A 7151be 1 Anchor/ F-Clip(Fig. 5): 195 lbs 195 Ibs 2251bs 445lbs 1551bs 315165 110Iba 435 Ibs 8221be 135 IN 140 Ibs 1771bs 370 Ibs 115 In 185 lbe290 lba 1671ba 3321bs 4731bs 170 Ibs221 Ibs 212 Anchors @ 1.15"Min. O.C./ F-Clip (Fig. 6): 240 lbs 350 Ibs N/A WA 160 lbs 6301bs 1851bs WA WA NIA 1901be WA NIA N/A 3701bsN/A WA WA N!A 341 Ibs 4421bs 560 Iba NU I t: FUK I Mt UhtSt I ULIV, USt I tit SAME ANL:HUK I -A I 1 EKN ANU ANUMUK VALUES AS I HE S IANUAKU L:LIY. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---i 1.000" f-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" 1 I I I 1 I I ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS - so ••• •• • • •• ! • • • • HIAVAND GROUT .125 �V LYN/v 11, :�� \ �,.. ... •...L/j 4) SUBSTRATES: CONCRETE SHALL CON RM TO ACC301 S4IFICAT:N: -FILLED . �C FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFjPRM TO&VTMsC-90. WOODtSHALS BE PRL6SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.5L ALUMNNM16HALL SE 6063-115 AND BE AAIINIMUM OF .125" I No. 58705 l • THICK. STEEL STUDS TO BE A MINIMUM GRADE 37y @.045'4rAICK (f8 GAIiGE)aST"TURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1" X 2" X .125" MULLION T�" THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. v ` ML2_ /Y is 0 • ii • • • • E� • • • • • • • • • •• •• •• • • • • • • �/Di11Al. A. LV�,N Iu11l�R, P.E. • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A Mullion Capacity Table Ibstfe ANCHOR CAPACITY Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 m 60 in 70 m 80 in 90 in 100 in 120 in 14o in 160 in ANCHOR CAP. 1 x 2 x .375 Rectangular Loading Tnw-rriang. Loading Ramrigutar Loading TraprTnarig Loading Rectangular loading Trap/Tnang. Loading Rectangular Loading TrapfTnang Loading Rectangular Loading Tr4p/Tnang.[ReL,ngular Loadingding TraprTriang. Loading Rectangular Loading Trap/Tnang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tnang Loading (DP ) X ( ) MULLION CAP-,;,,,,,,„, Alum.Tube Mullion ;:- a _ 'ffi a 8 r as r g & - r 9 drc r 9 2� r a$ are r 9 ao r ak as r a f�, r 9 ai`e r i ice. r if rc r i �� f�. r I ¢ r i s8 fo r a� �3,g a`. r 8 2 r a` r a r 3g� �� _ 85c5+ ir _ �� ga r d`a r o$ ice. .0 X drc a _� �.. r d`rc r 3 �� r d`o: r a38 €� �� r � dle r oSy ice. _ ¢a -ANCHOR CAP."„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING 42 in 1700 620 170.0 435 1513 662 170.0 478 1297 662 1700 506 1135 662 169.6 518 100.9 662 1689617 662 168.9 517 75.7 662 168.9 517 64S 662 1689 517 56.7 662 TO ANACTUAL PRESSU48 in 121E 507 136.0 419 101.4 507 119.2 410 869 507 1087 403 76.0 507 102E 399 67.6 507 996 397 507 99.0 396 507 507 990 396 43.4 507 99.0 395 38.0 507 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50,625 in 103.7 456 114.6 379 86A 456 999 371 741 456 90.5 364 64.8 456 846 360 576456 813 357 456 80.0 356 43.2 456 80.0 356 37.0 456 80.0 356 324 456 THAN THE MULLION CAPACITY 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.] 400 62.3 314 35.6 400 61.8 313 30.5 400 6t.e 313 26.7 400 $277209 (FROM THE TABLE) OF THE 60 in fi2.3 324 66.9 276 51.9 324 57.5 270 44.5 324 5t.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR ce 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22A 294 33.5 230 19.2 294 33.4 230 16.8 294 CAPACITY WHICH MAY BE J 66in 46.8 268 49.6 230 39.0 268 424 225 334 268 3TS 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 2T7 209 14.6 268 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 in 3&0 225 37.9 196 30.0 225 32.2 191 253 225 28A 188 225 225 256 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 178 ANCHOR CAPACITY TABLE. 76 in 30.6 202 3 ..0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 150 10S 202 15.9 158 9.6 202 15.8 158 78 in 28.3 t92 29.fi 768 23.6 192 25.1 165 20.2 192 22.0 162 17.7 t92 197 159 15.7 192 181 15] 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14A 150 8.9 192 14.2 150 90 in 18.5 144 13.0 128 15.4 144 76.1 126 95 in 15.2 127 15.6 113 TARLF 28 Subs Ind 2A Concrete 3 Concrete 3.51, Cont. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116'Elco uu-n 1/4"Etc. Ulirdcon NIS'D.Wa11 Ultraona 1/4"DeWall Ultra- 5/161,EIco Ult- 3/16"EIco Ul(mcon 1/4"EIco Ull-in Y16 'DNYaIi Uirac on+ 1l4"DeWaII UBracon+ 1/4"SS EIco A99MGaior 5/16"Eko UBlacon 1/4'SS EIco AggreGalor klO Steel Scrm(G5) 012 Steel S-(G5) ,Y72 Stem Scw(G5) (lbs) EOge Dislance(in): 1" 2-11T 1" 2-11T 1" 2-112" 1" 2-11T 3-1/9' 1" 2-1rT 1" 2-12' P 2-12' 1" 2-112" 2' 1 3-1/3' 2' 048" 0.54" 0.324" Embednenl(in): 1.9/4" 13W 1-31L t-/4" 13/4" 13/4" 13/4" I-Nf 2' 1-1W 1-1/4" 1-1/4' 1-1/4" 1-1/4" 14W IAM" 1-114' 1-1/4-, 1-7i4' 2' 13/8" 1-3/8" 101eS 2. Anchors @ 4. 75" MIn. O.C. / Standard or OlRet Clip (Fig. 1): 39010s 39D lbs 450 lbs 8901bs 3101bs 6301bs 2201bs 870lbs 1644 lbs 270lbs 2801os 354 I. 7d010s 230 lbs 37010s 3201bs 5801bs 374105 _ 664 lb5 9461bs 341 Ibs 442 m3 560 lbs 4Anchors @ 1,16' Min. O.C. I Standard (a Offset) Clip (Fig. 2): 4801be 700lbs N/A NIA 32010e 12601bs 3701Ds N/A N/A N/A 380lbs NIA N/A N/A 74011ps N/A WA N/A N/A N/A 682 Ibs 685lbs 1120105 4 AMMM @ W Mln O.C. 1(2) 2X5Ang1e pips / (Fig. 3)-. 78010$ 780 lbs 6801bs 156D Ibs 6201bs 1260105 4401bs 1740lbs W96 IDS 54011. 5601bs NIA 760 IbS 460Ina 74010s 6401bs 1160 lbs 748lbS 880 Im 1892105 602lbS 685 lbs 1120IbG 2 Anchors @ 0.45" Mi. O-C.I U-01p, into 126'At-, (Fig. 4): WA WA N/A WA N/A NIA WA NIA NIA NIA WA NIA NIA NIA WA NIA WA N/A NIA NIA WA N/A 715 lbs 1 Arc nor I F-Clip(Fig_ 5): 19510S 1951bs 2251bs 4451bs 1551bs 315 IbS 1101DS 4351bs T 8221bs 1351b3 1401bs 1771bs 370lbs 1151M 18511ps 160lbs 290105 18711ps 332lb6 473 ms 170His 221 is 1 280lbs 2A.hors@1.15"Min. 0.C/FL0p(Fig.6)'. 24010s 350Ibs N/A N/A 1WIbs 6301bs 185 Ibs NIA I N/A N/A 190 lbs N/A WA N/A 370ms N/A N/A N/A NIA N/A 341 Ibs 4421bs SF�Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: _ FIGURE 2: TABLE NOTES, • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • 411 0 • 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 FOLLOW{NG D•AEMSIONAIJO RESTRICTIONS SHOWR aN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMA: HOLE LOC1kTIMS 4) SUBSTRATES: CONCRETE SHALL CONFORM 10 AC l *E(jFICjTI(:NS.'jji*0:OW AN* GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CON&ORM T(4M C-9.0rtWOOQ SHALL BO PFWWURE-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 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 WOOS %AY BE STEV, 18A!j,Si OR 410"• s • e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EA PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control jllnlili I/, �7 71 01 f rJo. 58705 ' s - ORIDI . G\7 S!ONAL IEC :) \ A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (lbs1'fe) ANCHOR CAPACITY Opening Width (for vertically-spannng mullions) or Opening Height (for horizontally-spanring mullions) ADJUSTMENT FORMULA: ANCHOR CAP. 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 1 : 2.x Rectangular Trap!Tdang. ReaengWar Trap?darg. Rectangular Trep/Tdang. Rectanguar TrapRdang. Rectangular Trap7Tdang . Rectanguar TrapRrarg. Rectangular Trap'Triang. Rectangular Traprtnarg. Rectangular TrapRnang. ra".m. (DPT")X ( ) MULLION CAP.'-T- Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loadng Loading Loading Loading Loading 37$ Alluu m. Tube zbe z t = y.,S�- =ANCHOR CAR,"o Mullion v a� a o > 8 as �� 8,� va a rz tip o. o ��. $ fin. S �a o a-4 ip 5� u a E u fE u o .8.2 u 5 u v -£� i� ri t= u � o$ r `. o € u s s i1 � 0 o u s o ,a 25 ip ,`o 9 o r 3 ci € u$ u o$ ci 5 o$ u u a o � u v �t u$ o u u a u o a USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY c. 3 n G= �a e c i Si - 3- g- I B `� c= g fe u = �c u _ fc �_. 2e 2c �c �c �c ao4 �c arc arc ¢`rc �'= d`rc arc at"e a`rc ale a`¢ ar`e a`rc M ¢`Of <Of ace ale �c a`rc arc REQUIRED" CORRESPONDING n 170.0 620 170.0 435 170.0 744 170.0 479 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170A 521 146.7 1301 1700 521 127.5 130t 170.0 521 111.5 1301 q0.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170c 677 136.6 1139 170.0 680 113.9 1139 170e 600 sre 1139 170.0 680 85.4 1139 170.0 680 OPENING, WHEN IT IS LOWER 5 in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170o 756 83.9 1032 170.0 756 73.4 1032 170.0 756 THAN THE MULLION CAPACITY n 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 774 96.8 9D7 141.1 710 80.6 907 M4 O 709 69.1 907 140.0 709 60.5 907 140 0 709 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL n 741.1 735 151.5 625 177.6 735 130.3 811 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 81.8 574 50A 735 91.8 574 44.1 735 91.8 574 YIELD A MINIMUM ANCHOR n 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 95.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 7&8 521 43.5 666 75.6 521 38.1 666 76.6 521 CAPACITY WHICH MAY BE ADDITIONAL n 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 WO 501 66.2 607 77A 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63A 476 37.9 607 62.7 474 33.1 607 62.7 474 USED TO QUALIFY ANCHOR OPTIONS FROM THE n jfg- 81.6 510 858 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 ANCHOR CAPACITY TABLE.n Za 69.4 158 72.5 400 57,8 458 61.7 392 48.6 158 54.1 385 43.4 458 48.6 378 38.b 458 44.6 373 31.7 I58 41.6 368 28.9 458 37.7 362 24.8 45B 38.0 359 21.7 {58 35.7 758n 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 229 435 32.6 341 20.1 435 32.2 340 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25. 2271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 n 34.4 287 35A 25 228.7 287 29.9 252 24fi 287 26.0 248 21.5 287 231 244 19A 287 20.9 240 17.2 287 19.3 237 14.4 287 1&1 212in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15A 7 1&0 195 in 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16A 188 in 17.6 184 17.9 167 TABLE 3B Substrate: 27k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity AncMr7ype: 3/i6' Ella UII2GOn 114' Elco Ultracon 3116" De Walt Ultracon+ I- DeWall Ultmcon+ 1116' Elco Ultracon 3/16" Elco Ultracon 111" Elco Uitrdcon 3116' -,Il Ultracon+ I- DeWall Ultracon+ 1/4" SS Elco A reGator 99 5116' Eloo Ultracon I- SS Elco A eGator ggr 410 Steel Screw C5) l 412 Steel Screw G5) 112 Steel Screw(G5) (Ibs) Edge Distance(in): I` 2-1/2 1" 2-VT 1" 2.112' 1" 2-112" 3-118` 1" 2-11T 1" 2-1/2- 1" 2-112" 1" 2-11T 1 2" 3-118" 2' 0.48- 0.54" 0.324` Embedment (in): 1-314` I314" 1314" 1-314" 1-3/4" 13/4" 1-3/4" 1-314' 2" 1-1/4" 1-1/4" 11/4" 1-1/4" 1.1/4" 1-1/14 1-1/4' 1-1/4" 1-1/4" 1.1/4" 2" 13/8" 1-318" Woes 2 Amos @ 4.75` Min. O-C. / Standard or Offset Clip (Fig. 1): 390 IM 390 IM 4501W 890 tbs 3101bs 630 lb, 2201bs 8701bs 16441bs 270 lbs 2801bs 354 Ws 7401bs 230 Ibs 3701bs 320 lbs SBO lbs 3741bs 6641bs 9461bs 341 Ibs 4421bs 5601bs 4 Anchom @ 1.15' Min. O.C. / Standard (or OBsel) Clip (Fig. 2): 480 los 700lbs NIA N/A 320lbs 12601bs 37011bs WA WA WA 3801bs WA WA N/A 7401bs NIA N/A WA WA NlA 682 Ibs 8851bs 11201bit 4 Anchors @ 3' Min. O.C. / (2) 2,5 Angie Gips / (Fig. 3): 780lbs 7801bs 68010s 15601bs 620lbs 12601bs 4401be 1740 Me 1896 lbs 540 Ica 560165 WA 760 Ina 460 Ibs 7401bs 6401bs 1160lbs 748 Ibs BOO Ibs iB92 iD5 682 Ibs 8851bs 112011Gs 2 Anchors @ 0.45" Min. O.C. I U-Clip, into .125" Alum. (Fig. 4): WA WA N/A WA WA WA N/A WA NIA WA WA WA WA N/A NIA WA WA WA WA N/A NIA N/A 715 Ibs 1 Anchor /F-Clip(Fig . 5yj 195 lbs 1951bs 225lbs 445lbs 1551bs 3151bs 11011 4351bs 8221hs 1351bs 14016s 1T71bs 3701bs 1151bs 1851bs 1fi0IW 2901bs 1871bs 332 lbs 4731bs 170 Ibs 221lbs 25010s 2Anchors @ 1.15" Min. O.C./ F-Gip (Fig. 6): 2401bs 3501& N/A WA 1601bs 6301bs 1851bs N N/A WA 190 lbs WA N/A N/A 370 lbs I N/A N/A WA WA N/A 3911bs 4421Ds S601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 01 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN %8AEIJ04 AI:D/aT OWENWG:11D'WS 16ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN 4RE NOTOTIV SOALM FOR F*AC* SIIAENSI,�•�ry'c� SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENMORAL RESPRIG:IOSS SV(;V N ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMPIfE HCR LetbCATIMS. • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN S%OF Oi5•,ALUMINUMtBHALL#W-e063-T5}l EAffIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 28 AND .A•�I,S"" CHIC 18 GAUGE) TRUC RAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANSHORS INA) METAL :- EXIIND Ai LEA 3 SCR¢W THREADS BEYOND THE MATERIAL. #10 & #12 ANCHOR :NTQ WJODJAA BE Si L, lV6.S. OR 41O %S. • • Al •• • • • • • • ••• • • • • ••• • • • ••• • • O M W W EL r K 0 S U Z Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control 111i II it l/," LYAI,VA'? 7+. No.58705� ;-;30�'. STATE F (V �5 • F40R;Cf- /0+NAL 1E A. LYNN ruIIL�ER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table IbsfBZ ANCHOR CAPACITY Opening Width (for vertically -sparring mUllioris) or Opening Height (for horizortally-sparring mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in (ANCHOR CAR,,,,,,,,�F Rectangular Trap/Tdang. Rectangular TrapRdang. Rectangular Trap/Tneng. Rectangular Trap/Tdang. Rectangular Trap?dang. RectangWar Trap/Tnang. Rectangular TraplTdang. Rectangular Trap/Tdan9. Rectangular Trap/rdang. (DPI) X l / 7 x 2.76 x LoadingLoading 9 Loading Loading 9 Leading 9 Leading 9 Loadn 9 Loadn 9 Loading n9 Loading 9 Leading 9 Loading 9 Loading Loading Leading 9 Loading Loadin 9 Loading 9 MULLION CAP.,,,,„,-, .660 Alum. Tube �' r a x r a r r r r .n r r r a r ;r a r r a z• x a r ;r r r a r r =ANCHORCAP.,ro Mullion a V� a U a.� `. a� 9_- a R R= 6 9 nG ag a sE � � -' ci oo u u u_ uv o c:1v o i!voa a S u = » o o Q "_' « ov o o 0o a opp u i�v 8.v ii i2 _`� = ov 69 $ io `y civ 'a m o _ _ i>v 15= '` 3 ci '_' zi oa a u 2 „ civ _ . o o e = „ io 8 P USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY �a d`rc ie d`re �� ¢`rc Ea <x 'a ¢`¢ fa d`x �n ¢`rc Ma ¢`2 2a ¢`re f a`re �, fa d`tt a`rc REQUIRED"CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 6W 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 1700 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 t286 170.0 756 121.9 1286 170.0 756 1005 1288 170.0 756 91.4 1286 170.9 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1503 1130 170A 803 133.9 1130 170.0 837 120.6 1130 170.0 $56 100.5 1130 170.0 861 86.1 1130 170.0 661 75.3 1130 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 YIELD A MINIMUM ANCHOR t 63 in 151.E 830 161.9 710 126.5 830 138.9 694 108S 830 123.2 681 94.9 830 112.2 670 84.4 830 104.6 662 75.9 830 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL a 66 in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.8 624 62.5 757 96.1 614 73A 757 69.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 ANCHOR OPTIONS FROM THE j 72 in 101.7 636 106.8 552 64.8 636 91.0 540 72.7 636 60.1 530 63.6 636 72.2 621 56.5 636 66.5 514 50.9 636 62.3 606 42.4 636 57.2 500 36.3 636 55.3 497 31.8 636 55.2 497 ANCHOR CAPACITY TABLE. i76 in 86.5 571 90A 498 72A 571 76.8 488 (11. 771 67,4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 1 36.0 571 47.0 451 30.9 571 44.8 447 2T0 571 44.5 446 781n 80.0 542 83.4 474 66.7 542 70.8 1 465 1 57.1 542 62.1 456 50.0 542 55.7 449 44A 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 90 in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 25.0 407 29.6 334 21.7 d07 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 96 in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 217.6 3. 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 ill in 27.8 267 28.3 242 23.1 257 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15A 267 16.5 228 120 in 220 229 -3 1 209 18.3 229 18.8 2. 15.7 229 16.2 .2 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone, Follow CMU Filled CMU PT Wcod Metal Anchor Capacity Anchor Type: 3176" Elco Uaacon 1 1/4" Elco Ultracon 3116^ OeWaa Ugaconr 1/4" DeWalf Ult2con+ 5/i6' Elco Ultracon 3H6' Else Ullracon 1/4" Elce Ultacon 3116' DeWalt Ntracon+ 1/4' De UltracoggreGatar ' SS Elco 5/i6' Elm Ultracon 1/4" SS Eko AggreGalor #10 Steel Screw (G5) 012 Steel Screw (GS) 412 Steel Screw (GS) (Ibs) Edge Distance (in) 1" 2-7/2^ i^ 2-12" 1" 2AIT 1" 2-1l2' 3-1/8" 1" 2-1/2- 1" 2-1/2" 1" 2-1/2' 1" 2^ 3-1/6" 2" 0.48" C54^ 0.324" EmbedlneM(in). 1.314" 13/4" 1-3/4^ 1-314" 1-314" 1-3/4' 1-314" 1-3/4' T 1.1/4" 1-1/4'1-11, 1.114" 1-1/4" 1-1/4" 1.114" 1-114" 1-1/4" 2" 1-318" 1-318" vanes 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1)'. 390 lbs 3901bs 4501ts 890lbs 310 lbs 630 lb. 220 lbs 870 Its 1644 lb. 270 Ibs 280 Ib6 354 Ibs 740 Its 230 lbe 3701bs 3201bs J2-1/2 3741bs 664 lbe 946lbs 341 Ibs 442 Me 560 Ibs 4 Anchors @ 1.15" Mtn. O.C. / Standard (or Ofset) Clip (Fig. 2)'. 480 lbs 700 lbs N/A WA 320lbs 12601M 370 lbs WA WA N/A 390 Ibs WA WA N/A 7401bs N/A N/A WA N/A 682 Ill 8851 17201bs4 Anchors C 3"Min. O.C. / 12) 2x5 Angle Clips / (Fig. 3): 780 lbs 78010s 690 lbs 15601bs 62016s 12601bs 4401os 1740 Ibs 1896lbs 540Ibs 560Ibs WA 760 lb. 460 lbs 740 lbs 640 Ibs 1748 Ibs 880 lbs 1892 lb. 682 Ibs 88 I 11201bs2Anchors @0.45^Min. O.C./U-Clip, intc.125"Alum. (Fig.4): NIA WA N/A WA WA WA N/A WA WA N/A N/A WA NIA N/A NIA NIA WA WA N/A N/A A 7151be 1 Anchor/ F-Clip(Fig, 5): 195 lbs 195 lbs 225 lbs 445lbs 1551bs 3151be 110 lbs 4351bs 822 ins 1351bs 140 los 177 1ba 37010s 1151bs 185lbe 160 lbs 1871bs 3321. 4731bs 170 Ibs2Anchors @ 1.15^ Min. O.C./ F-Glip (Fig. 6): 2401Ds 3501bs N/A WA 1601bs 6301bs t85 tre N/A WA WA 1901bs N/A WA NIA 3701bs WA WA 1 WA N/A 341 Ibs 4421bs 56010.s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN A ?48T _100M.ALr• FQR rJfAC9 DIMEN O SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLL0141NG DIMENSIONAL RES1IRIC:IOIQS•SjO�QN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE WLE LOSAWIO �isS. • • • • • • !!• 4) SUBSTRATES: CONCRETE SHALL CONFOFR�AefO ACI IIA SPEt.:IF•• ICATIONS. HOLLOW• AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GE). ST�IC•TUIiAi STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORSJNTO MFiTAL SHALL EXTErt LEAST 3 SICREW 191READS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTgWODD MANBE STEEL, 'I�-6 S. OR 410 S.Sf • • is • • • • ••0 is is •• •• • • • • • • • •• •• • 1" X 2.75" X .650" MULLION W d F W O _ U Z Q LU W Z Q Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date05/2612026 By Miami -Dade Product Control No. 56705 O�'., ATE O ,-' ![✓ GN S/ONAL EN A. LYNNfN11IL'E�, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table Ibs/1l' Opening Width (for ver0cally-spanrung mullions) or Opening Height (for horizorttally-sparring mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in V x 3.125" x Rectangular Loading Trap/Triong. Loading Rectangular Loading TrapTnang. Loading Rectangular Leading Trap/Thang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/hiang. Loading Rectangular Loading Trapldang, Loading Rectangular Loadng Tiaprrdang. Loading Rectangular Loading Trap/Tdeng. Loading .500" Alum Tube Mull y. g ci €`L r o o - �c a o _ �� a r og i�� a= a ii S K r g u oe =� �= z• n_ cia - u'v QK r a - =w �c ;_ as o� s- - u S QK r n iu oil =m �c a o� u.� s- - ccQ ¢K r a rm `o-rc =m �c r `u� u� a- _ u'b Q¢ r o u `o_rc 3y 2c r_ 0 iuv u'v Qof a 0k io ""=N sic a o$ a- - u v ¢2 r a u rr = �... r IiX ov e5 u v Qec r a o _� :9 r o� cif 8`_ 6R r n i4 - r a cia _ QK r o �c r o1S �v _ QC r a iic 3a sc r n_ �v - u c Q¢ r o � g a x o ua 5 rc o ¢ K g o is €� Ec r aS i7v 8` v QK r o m �c r a� civ 8` u a`am' r a u » 5c r o i7o QK r n u 5c r aS o0 QK 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170c 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170c 1735 170.0 521 154.4 1802 170.0 521 48 in 170.0 708 170c 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 880 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 . 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170c 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 IW8 1401 170.0 861 93.4 1401 170.0 861 60 in 170.0 895 170.0 701 170.0 1053 170.0 797 158.5 1156 170.0 878 138.7 1156 167.01 928 123.3 1156 156.5 917 111.0 1156 149.7 gill 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 63 in 170.0 930 170.0 745 159.6 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 ! 846 106.5 1049 132.0 836 95.9 1049 125.5I 79.9 1049 119.3 820 68.5 1049 118.9 019 59.9 1049 118.9 819 z m c 86 in 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 455 112.6 765 83.4 955 106.469.5 955 99.8 749[23,5 955 98.7 746 52.1 955 98.7 718 J 72 in 128.5 803 134.9 697 107.0 803 114.9 662 91.8 803 101.1 070 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 53.5 803 72.2 632 803 69.8 628 40.1 803 69.7 627 g76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 W1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 45.5 721 59.4 569 721 56.6 564 34.1 721 56.1 563 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 558 50.5 684 59.9 42A 684 54A 541 684 51.3 536 31.6 684 50.6 534 g0 in 65.8 514 67.9 456 54.8 514 ST3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 27.4 514 33.0 412 514 30A 406 20.6 514 29.0 403 96 in 54.2 452 557 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36A 384 30.1 452 32.9 378 27.1 452 30.3 22.6 452 26.6 365 452 24.2 359 16.9 452 22.8 355 108 in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 357 16.2 287 11.9 357 15.0 283 Ill in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 Zfi.i 298 2t.9 338 23.1 292 19.5 338 20.8 288 ITS 338 19.0 284 14.6 338 16.5 278 12.5 338 14.8 273 11.0 338 13.6 269 720 in 27.7 269 28.2 283 23.1 289 23.7 259 19.8 269 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 1 289 112.8 240 9.9 289 11.4 236 8.7 289 10.4 232 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X / ANCHOR CAR,,,,,,,,El `MULLION CAP.,.w.�. =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. Subsimto: 2.7k Conorate 31, Concrete 3.51, Conic. Follow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultmcon 114" Elco Ultracon 3116' DeWail IJltmc- 114" DeWall Ulric- 5116" Elco Ultracon 3116' Elco Ultmcon 114" Elco Ultmcon 3/iS" Dews Ultracona 1W DeWalt Ultracon« 1/4" SS Elco A mGator 99 5116" Elce Ultracon 1/4" SS Elco A eGalor 99r M10 Steel Screw G5 f 1 912 Steel Screw GS ( ) M12 Steel Screw G5 1 ) (Ib8) Edge Distance (in): i" ZV2" 1" 2-1/2" 1' 2-1/2' 1" 2-1/2' 3-1/8" 1" 2-112' 1" 2.112" 1" 2-1/2' 1•' 2-112" 2" 3 1/8" 2" 0.48" 0.54" 0.324' Embedment(in): 1-3/4" 1,V4" 1-3/4" 1-3/4" 1-3/4" 1-3/4' 1-3/4" 1-3W 2" 1-1/4" i-1/4- 1-114" 1.1/4" 1-1/4" 1-1/4" 1411V 1-114" 1-i/4" 1-1/4" 2" 1-31W 1-318" odes 2 Anchors @ 4.75' Min. O.C. I Standard or Offset Clip (Fig_ 1): 3901bs 39010s 450 Ibe 89016s 310lbs 630 Ibs 2201bs 870 Its 1644 lbs 270 lbs 280 Ibs 3541bs 740 be 2301bs 370 lbs 32D les 580 Iles 3741bs 664 Ibs 946lbe 341 lbs 442lbe 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Ofset) Gip (Fig. 2) 4501bs 700 Ibe N/A WA 320Iles 12601bs 370 lbs N/A WA WA 380 Ibs WA WA N/A 740 lbs N/A N/A WA WA N/A 6821ts 8851bs 11201bs 4 Ancnors @ 3' Min. O.C. / (2) AS Angle Gips / (Fig. 3): 7801bs 7801bs 680 Ibe 15M lbs 6201ts 1260 lbs "0 lbs 17401bs 1896 lbs 5401bs 560 Ibe WA 760lbs 460 Res 740 lbs 640 lbs 11601ts, 748 lbs 880 Ibs 18921be 682 lbs 8851bs 11201bs 3Ancnors @ 0.45" Min. O.C. / U-COp, into .125" Alum. (Fig.4): WA WA N/A WA WA WA N/A WA WA WA WA WA WA N/A WA WA N/A WA WA WA WA N/A 10731bs 1 Anchor / F-Gip (Fig. 5): 1951bs 1951bs 2251bs 4451bs 1551bs 3151ts 1101bs 4351bs 6221bs 135 IDs 190 Iles 1771bs 370 lbs 1151bs 1851ts 1601bs 2901ts 187 Ibs 3321bs 4731bs 1701Ds 221 Iles 2801Ds 2 Anchors@1.15"Min. O.C./F-Clip(Fig. 6): 2401t. 3501bs N/A WA 1601bs 6301D5 i651b5 WA WA WA 1.1. WA WA NIA 3701bs WA N/A WA WA N/A 341 Ibe 4421bs 56016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. LU 0- X PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1: FIGURE 2: I--1.000"-1 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 Wg)TIV IS A"WABLE. • • 3.125" Dn..- 11;IIr,r.. L. rtl;l/ _Y FIGURE 3: • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TM AL:OI�W4T PIMW4SI•NS, SEE SHEETS 21-23. CyY � C�.'. �;CE^'.SF'•%(( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI Sup Rf�TgfCTIOM96HOVh SON SHEETS 21-23. �O FIGURES SHOW SUGGESTED, APPROXIMATE FJOLE ATJPNI% • • • • _ No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFOf2M TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED r - FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED Q '. '2' • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W63-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 3 ND .D45" ZHICKA1i BAUGE).%fI*IC-R1 STEEL TO BE AT 1" X 3.125" X .5" MULLION (1"VF MULLION) BEYOND :7441 T TE r pRi01F\4j�, \ ., SS/ANAL THE MATERIAL. #10 & #12 ANCHORS I1:01 0013 Y BE SIIEE 18 S S.S. 0134 0 %SCR •THREADS ENG \ • • • • • • • • • • • A. L1�NN MILL�F�, P.E. • is FL P.E.# 58705 • • • or • • • • • • • •• •• • •• •• • • • ••• • • • • TABLE 6A Mullion Capacity Table (lbsMt=) ANCHOR CAPACITY Opening Width (for rerOcally-spanning mullions) or Opening Height (for horizontally-spanring mullions) ADJUSTMENT FORMULA: Win 60 in 70 in 80'. 90 in tog in 120 in 140 in 160 in ANCHOR CAP.,, 1 x 4 x .125 Rectangular Loading Trap/Triang. Loading Rectangular Loading Treprtdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Traprtnang. Loading Rectangular Loading Traprtdarg. Loading Rectangular Loading Treprtdeng. Loading Rectangular Loading TrepRdang. Loading Rectangular Loading Treprtnang. Loading Rectangular Loading Traprtdeng. Loading (DPE�)X ( ) MULLION CAP.,,,,,,."_ Alum. Tube Mullion r o �a-e_. r S } da r a `g r a$ s $ a`rc r ,`g �a r $ arc'- �, ,`o E� r .p va ¢`rc r _ 8 ,`o£ fa r ._ &� �rc�' r ._ op �� r ._ �� t a`r"e r .p a Fn- r a� ¢` r .p o op g'�- F a� irc r _p a o �� 47 -6 a b. a`rc g .m a €£ �� - g 8� � a`A, _ -� a ep :9 is s s r'P crc @ �. p € z'c- �' e a s �'� a`rc - A s o �a x .m a a< ar`e A• ,`g£ a� r a`rc� a o Ea- r <� d`1e r _i E� a �' a`rc r .m € fa- r a d`rc z- A� a � o£ f� as h & az` =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 1700 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 17e0 1240 170.0 521 770.0 1488 170.0 527 145.8 1489 170.0 521 127.6 1489 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 708 170c 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170e 1275 170.0 677 156-3 1303 170.0 680 130.3 1303 170.0 600 111.7 1303 170.0 680 97.7 1303 170.0 680 OPENING, WHEN IT IS LOWER 60.625 in 170.0 747 170.0 563 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100A 1235 170.0 766 87,8 1235 170.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 637 123.5 1158 170.0 856 102.9 1158 170.0 861 85.2 1158 170.0 861 77.2 1158 170.0 861 (FROM THE TABLE) . I THE SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 932 125.1 1042 146.7 815 111.2 ID42 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 YIELD A MINIMUM ANCHOR 6'3 in 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144A 799 113.4 992 131.0 782 100.0 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 6CII 992 108.0 744 56.7 992 108,0 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL $ 66 in 165.4 947 170.0 789 137.8 947 146.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1022 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 ANCHOR OPTIONS FROM THE u72 in 135.9 849 142.7 737 173.2 849 121.8 722 97.0 849 106.9 706 81.9 849 96.4 696 75.5 849 88.7 686 67.9 819 82.7 675 56.6 849 75.3 659 48.5 849 72.5 652 42.5 8/9 72.4 65/ ANCHOR CAPACITY TABLE. J 76 in 115.5 762 120.7 665 96.3 762 102.6 652 825 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 f 78 in 106.9 724 111.4 634 89.0 724 94.6 621[40.9 724 82.9 609 66.8 724 74.4 599 59.1 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 724 53.5 565 90 in 69fi 513 71.8 /83 58.0 543 60.7 474 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 4q6 29.0 543 34.9 436 24.8 543133.4 21.7 543 39.7 426 96 in 57.3 478 58.9 427 4T8 478 49.7 419 476 43.2 412 35.8 478 38.5 405 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 356 20.5 478 25.6 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.6 335 377 30.0 330 25.2 377 26.6 325 72.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14A 377 17A 304 III in 37.1 357 37.8 323 30.9 357 31.8 318 357 2T6 313 232 357 24A 309 20.6 357 22.0 305 185 357 201 301 15.4 357 17.4 294 120 in 29.3 306 29.8 279 24.5 306 25.1 274 306 21.7 270 18.3 306 19.2 267 78.3 3W 17.3 263 1- in 17.0 212 17.2 196 TAR] F RR Substrate: 2.7k Concrete 3k Concrete 3.5k Con,, Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor T Y� 3116' Elco Ultracon 114' Elco Ulu- 3/16•' DeWalt Ultracon+ 114" DeWait Ullracon. 5'16- Elco Ultracon 3116' Elco Ultracon 1/4' Elco UK.- 3116, OeWall Ultracon. 1/4" De Wait Ullracon+ 1/4' SS Elco AggreGalor 5/16' Elco Ultracon 114' SS Elco AggreGalor 910 Steel Screw (G5) N12 Steel Screw (G5) 912 Steel Screw (G5) (lbs) Edge Dlstance(in): 1° 1" 2-112" 1" 2-112" 1" 2-1/2" 3-118" 1" 2-1/7• 1" 2-1/2" 1" 2-1/7' 1" 2-117' 2" 3-118" 7' 0.48" 0.54° 0.324' Embedmenl(in). 1-3/4' 1.314" 1-314' 1-3r4" 1J/4" 1-314" 1-314" 2" 1-1/4" 1-1/4" 1-1/4•' 1-114` 1-1/4' 1-1/4' 1-1/4" 7-114- 1-114" 1-114' T 13f8" L3/8"Ints 2 Anchors 4.75' Min. O.C. / Standard or Offset Gip (Fig. 1&2): 390 IN 450 IN 890 IN 310lbs 630 IN 220IN 870 IN 1644 IN 270 IN 280 Ibs 3541bs 740 IN 230 IN 370 IN 320 IN 5801be 374 IN 664 IN 946IN 341 IN 442IN 560 Ibs 4 Anchors @ 2.W Min. O.C. / Standard (or Offset) Clip (Fig. 3): 7001bs 580 Ibs 1410 IN 620IN 126D Ibs 4201bs 17201bs 9521bs WA 560 IN WA 630 IN 390 IN 740 IN 5101bs 10601bs N/A 8801bs NIA 882105 BBS lbs 7120 IN 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 lbss r7EI�b�L N/A WA 840IN 2520 IN 740 IN WA N/A WA 760 Ibs WA WA NIA 1480 IN N/A N/A WA WA N/A 1363 IN 1770 IN 2240 Ibs4Anchors@3"Min. O.C. 1 (21ZSAngle Clips / (Fig, 5): 7801bs 680 lbs 1560 lbs 6201bs 1260 IN 4401bs 1740 IN 18W IN 540 IN 5601bs WA 760 Ibs 460 IN 740 IN 640 IN 1160 IN 748 IN 880 IN 1892 IN 682 IN 885IN 1120 IN 6 Anchors @ 3" Min. O.C. / (2) 2,5 Angle Clips / (Fig. 6)' 1170 IN 1020 lbe 2300 fbs 930 IN 1890IN 6601be 2510IN2844 IN 810 IN MO IN WA 11401bs 690 Ibs 1110 Ibs 960 lbs 1740 IN 1122IN 1320 IN 28381be 1022 IN 1327 IN 1680 IN 4 Archors @ 0.45" Min. O.C. / UClip, into.126' Alum. (Fig. 7): WA N/A WA WA WA N/A WA WA WA WA WA WA N/A NIA NIA WA WA N/A WA WA N/A L__' s2 Arohota @ 2.25" Min. O.C./ F-pip (Fig_ e): 3501� 2901bs 7051bs 3101bs 6301bs 2101bs B601bs 4]616s WA 2801bs WA 3/51bs 1951bs 3701he 2551bs 5301bs WA 4401bs NIA 341 Ibs 4421bs 5801bs 4 Anchors @ 1.15" Min. O.C./ F-pip (Fi9. 9)' 48016s, N/A WA 320 IN 1260 IN 3701bs I WA WA W, 1 3901bs N/A I WA NIA 7401bs N/A NIA I WA WA N/A 682 IN 88510s t1201bs NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: • • • • • • •[P. • • FIGURE 5. FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) 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 24 FOR GENERAL INSTALLATION METHODS• • • is • • is • is • • • • is is is is • 2) LINEAR INTERPOLATION BETWEEN MULL,IEAVW APADIOR OPENING MDTHS IS ALLOWABLE. • • • is is • • 000 • 3) MULLION AND MULLION CLIPS 9HpWN AW NOT 110 SOALLO. F E��:-�A^"Cj DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FQ-60VIANCK MEN"AL ASTRI FT SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. I-�L,QW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMUjlSHADT'M490 iPQNFORM TO ASC. WO(.Ib HALL TRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN S DF•0.55, AWMINUMISHRLL BIT06063-T5 ANg BE MyNIMUM OF.125" THICK, STEEL STUDS TO BE A MINIMUM GF?pD6.33 AND .045" TICK 18 G&GE)�STRUCTURALGTEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO MWALOSHALL O(TEtJD T L 3 SCREW iHREACSBEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY SE StEft, 18-8 S•S f] 410 S.S. • • • • �•� • is • 1.000" f-- 4.000" 125" VX 4"X.125 MULLION X PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control 0V YNA1,i � . �1c�ra�F -• h _ •: No. 58705 =� -1 S�0 A� E, A. LYNtf IuIiLL�R, P.E. FL P.E.# 58705 TABLE 7A 2�� Width 1 50 in 1 60 in p 70 in 1 80 in II 90 in 1 10110n I f 120 in i I _. \140 in I 1 160 in I 1x4x.375 ^loading nLoad'mg rsLoading a, RLoading e„.„ywa, RLoading ,uwaanawa ^Loading a.�:;,. „L ,w ^Loading' Alum. Tube LoaAng� Loaainga Laading loading Loading Loading Loading Loadny Lnading ding Lcadngy & "T' u L L 2.• d L 2• L• 2$• 2' 2• 2.• 2 DMullion� ji� LR3 5a9€£_6a a 3 cRr�� -a �R, 3 s QK c QIC �c ¢C Ec QK c ¢K �<. QK K is QK is r?—Tv ¢K �c GK gc ¢¢ gc QC Ec ¢IY — ¢K ¢tt fc ¢K fc ¢`o: TART F 7n ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,, ) X / ANCHOR CAP__, � `MULLION CAP.s ,,.,, =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. Subs&ale: 2.71, Concrete 31, Concrete 3.51, Conc. Follow CMU Filled CMU FIT Woad Metal Anchor Capacity Anclror Type: 3116" "1"1 Ultracon " Eleo Ultracon 3/16" De Walt Ultracon+ 1/4' DeWa11 Ultracon+ 5116" Elso Ullracon 3/16" Elce Ultracon IM!' Elco Ullracm 3/16' DeWalt Ultracom 1/4" I)eWatt Ultracon. 7/4" SS Elco A W 9greGa 5/16" Elco Ultracon 1/4" SS Elco A ator 9yreG #10 Steel Screw G5 ( 1 #12 Steel Screw G5 1 ) #12 Steel Screw GS l ) (Ibs) Edge Distame(in): 1" 2-1/ 1- 2-1/2" V 2-12"r4201� &1l2' 3-118' 1" 2A/T 1" 2-112" i" 2-112' 1" 2-112" 2' 3-1/8" 2" 0.48" 0,54" 0.324" Embedment (in): 1-314" 1-3/4 1-3/4' 1-3/4' -3/4' 1-3/4" 1-3r4" 2" 1-1/4" 1-1/4' 1-114" 1-114" 1-1/4' 1.1 /4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2' 1-3'8" 1-3/8' vanes 2 Anchors @ 4 75' Min. O.C. / Standard or Ofset Clip (Fig. 182): 390 lbs 390 lbs 3101ta 6301Mbe 870 lbs 1644 Ibs 270 Ibs 280 Ite 354 IM 7401ba 230lbs 3701M 3201M 580 Ibs 3741M 664 IM 9461M 341 Ibs 442 lbs 5601bs _ Slandartl or , 700 lbs 70016s 6201bs 1260 lbs 1720 Ibs 9521bs WA 5601te WA 630lbs 390 lbe 740 lbs 510 lbs 1060Is N/A 680 lbs WA 682 lbs 865lbs 11201bsaa 8AnchorsLot 7.15'Min.O.C. ! 6tantlartl (or Offset) Clip (Fig. 4): Ins 1400 WA WA 0IM 2.1M WA WA WA ]60 Ibs WA WA N/A 1480105 WA WA NIA WA It. 1.IW 1770 os 7801M 780 Ibs 620 Ibs 12601bs 1740 lbe 1896 lbs 540 Ibs 5601M WA 760lb5 460 lbs 740 lbs 6401bs 11601ns 7481M 880 lbs 18921bs 682 lbs 8B51bs 11201M 6 Antis @ 3" Min. O.C. /(2) 2R5Angle Clips / (Fig. 6): 11701be 11701M 10201M 23401bs 930 Ihs 18901M 261010s 28441M 8101bs 8401M WA 1140 os 690 lbs 11101W 960 lbs 17401te 1122 Ibs /3201bs 22 lbs 102.21M 1171M 1680lbs4 Anchors @ 0.45" Min. O.C. / U-Clip, into,125" Alum. (Fig. 7) N/A WA WA WA N/A WA N/A WA WA WA WA WA N/A N/A WA WA NIA WA N/A WA WA 14301M 2 Amhom @ 225" Min, O.C.1 F-Clip (Fig. 8): 3501M 3501M 2901M 705 IM 3101M 6301M 210 his 8601M 476 IM WA 2801M WA 3151M 1951M 3701M 2551M 5301M NIA 4401M N/A 341 Ibs 4421M IM 4 A.h..@IAA"Min, O.C./F-Clip(Fig. 9):1 480lbs 1 700lbs N/A WA 320lbs 1260 IM 3701M I WA I WA L WA 380 Ibs I WA I WA I N/A I 7ZIbe WA WA N/A WA WA 682 We 11201 rvV l C: Y V K IAC VYr'JC1 I.LIY,-111C z, Mm Armu VK YA I I CKN A1NU AINVKUK VALUCJ AJ I I'1C J I AINUAKU I. d IV FIGURE 1: FIGURE 2: FIGURE 3: FIGUR 4: GURE & FIGURE 9: • • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 596) 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. M 2) LINEAR INTERPOLATION BETWEM UL•L'ttGl -S%Nq(pRQPErIIN: WI®THS IS ALLOWABLE. • 3) MULLION AND MULLION CLIPS WN AFi1&OT•TOOCA:E. IOR [l�. T DIIANSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLt N THE GELD FOILOWN8 DIME 10" RESTRICTIONS SHOWN ON SHEETS 21-23. FIGUR%SeSHOW OU6GES", APIa20XI T 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. J�VQ(f SHALL BE F•RjJ PRESSURE -TREATED YELLOWS UTHPINE WITH•AN SO OM.55. ALC IIQU L BE 6O63-T5 AND BE A MINIMUM OE.2&" THICK STEEL6TUbS TO%E A MINIM�M GRAPE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL DO BE AT LtEA .125�THIC16AND #36. ALL•4NCHORS INTO METAL SHALL EXTEND AlbLEAST 0 SCREIATHR S BE (JND THE WRERIALPAO & #12 ANCHORS INTO WOOD MAY BLyS�L•EL,•I 8•8%.S. ORA1p S.S. at • • W CL r PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By MiamFDade Product Control 11(11I I i ll/// h O 58705 AL MILLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (Ibel82) ANCHOR CAPACITY ADJUSTMENT FORMULA: CAP.,,�,,,,�` Opening Width (for vertically -spanning mullions) or Opening Height (tor honwi tally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 3.188" Rectangular Loading TrapTnang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap7Tdang. Loading Rectangular Loading TrapRdang. Loading Rectangular Loading Trap/Wang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapRnang. Loading Rectangular Loading Trap/Tdang. Loading (DP"E,)X (MULLION `MULLION CAP.,,.,.,,,, .18"x x .265" Alum Tube Mull a c? $z 3i MA 4, og u-' a`rc a is 3a s=- o ua a`c 4i �- a 8 a`rc a u err A 8 `a? & ao: r o 8 rS� f`. a: ° a`rc �' d 9'B g� I a`� � u Ep 9g g� �' cia i`- " �i ¢`o: �' i>_ €`: 3 B � z cio c�`-d. ¢`¢ r o u §s� E � 08 St , cQ a`re �' a u' 8��' Ems. r 'B ria t� d`o: r 8. u .`=`s - `�' �_, �iS ci8 = u $ ¢`¢ a u_ `= g� r "1S ci i It u a`rc z a 8 =s� Is �- - = 8� rS v` t " as a a u_ '� 3a �_. z as u'"cS_ 3 ¢a" �• `_.� 5.� �� - a `z S ¢`o: a ,`o �' 79 � r _' `2 � as x `� �.g s� r ti `� P arc .�• g_`i � f� r �o , a`rc =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE CAPACITY REQUIRED" CORRESPONDING 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 /486[7203s 521 170.0 1735 170.0 521 157.E 1769 170.0 521 TO AN ACTUAL PRESSURE THE 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 770.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1l17 /70.0 880 154.8 1548 680 132.7 1548 170.0 680 116.1 1548 /70.0 680 REQUIREMENT FOR OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 1700 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 756 119.3 1468 170.0 756 104A 1468 170.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 11% 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 861 104.8 1376 i70.0 861 91.7 1376 170.0 e61 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1155 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 905 79.4 1158 144.8 905 69.5 1158 144.8 905 YIELDA MINIMUM ANCHOR 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 948 106.7 1051 132.3 837 96.1 1051 125.7 830 80A 1051 822 68S 1051 119.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE 66 in /67.1 957 170.0 789 139.3 957 151.E 805 119.4 957 1M.0 790 104.4 957 121.6 777 92.8 957 112.8 787 83.6 957 106.8 759 69.6 957 750 59.7 957 98.9 748 52.2 957 98.9 748 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE u 72 in 128.7 804 135.2 698 107.7 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 66.4 804 78.8 643 53.6 804 633 /6.0 804 69.9 629 40.2 804 69.8 628 ANCHOR CAPACITY TABLE. 76in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 66.4 722 7fi.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 570 39.1 722 56.7 585 34.2 722 56.2 564 g 78 in 101.2 685 105.6 600 84A 685 69.6 588 7233 685 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60A 553 42.2 685 543 36.2 685 51A 537 31.6 685 50.7 536 90 in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36s 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 365 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 ITD 453 22.9 356 108 in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 2-3.8 358 25.2 308 21.2 358 22.7 314 19.1 358 20.8 300 1&1 358 18.0 293 III in 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22e 338 23.2 293 19.5 338 20.9 289 ITS 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.7 201 16.3 186 TABLE 8B Substrate: 2.71, Concrete 3k Concrete 3.51, Con,_ Follow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116" Elco Ugrecon 1/4" Elco Ultracon 3116" DeWalt ult.....Uitr4cpn+ 1/4" De Walt 511W Elco Ultracon 3116" Elco Ultracon 114" Elco Ultracon 3116" De Walt Ult.mn+ 1/4" DeWalt Ultraccn+ 1/4" SS Elco AggreG,ur 5/16" Elco Ultracon 1/4" SS Elco AggreGatcr #10 Steel Screw(G5) #12 Steel Screw((35) #12 Steel Screw(G5) (Ibs) Edge Distance (in): 1" 2.112" 1" 2-1/2' V 2-1/2" 1- 2-112" 3-1/8" 1" 2-1/2" V 2-1/2' 1- 2-1/2' 1- 2-1/2' 2- 3-1/8' Y 0.48" 0.5P 0.324" Embetlment (in): 1-3/4" 13/4" 1-3/4' 1-3/4' 1-3/4" 1-3/4" 1-314" 1-3/4" 2' 1.1/4" 1-1/4" 1-1/4" 1.1/4" 1-V4" 1-1/4" 1-1 /4" 1-1/4" 1-1/4" 7.1/4' 7 1-N8" 1-118" wiles 2 Anchors @ 475" Min. O.C. / Standard or Offset Cl p (Fig. 1): 3901bs 3901bs 4501W 890 lbs 310lbs 63011 2.201bs 8701M 1644 IW 2701bs 2001bs 354 lbs 740 Ibs 230 Ibs 370lbs 320 Ibs 5W Il 374 lbs 664 Its 9461be 341 Ibs 4421bs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig, 2): 4801bs 7001bs NIA WA 3201be 12601bs 3701bs WA WA WA 3801bs WA WA N/A 7401ts N/A N/A WA WA N/A 68211bs 885Ibs 11201bs 4 Ar, ors @ 3" Min. O.C. / (2) 2r5 Angle Clips / (Fig. 3): 7801bs 7801bs 680 IW 15601bs 6201bs 126011 4401ba 17401bs 189611s 540 lbs 560 lbs WA 7601bs 460 Ibs 74011os 640 Ibs 11601bs 7481bs SW Ibs 1892 lbs 682 Ibs 8851bs 112D Ibs 4 Arcbore @ 0.45- Min. O.C. I UClip, into. 125' Alum (Fig. 4). WA WA N/A WA WA WA NIA WA WA WA WA WA WA N/A N/A N/A N/A WA WA WA WA N/A 14301bs 1 Anchor F-Clip(Fig. 5): 195lbs 1951bs 2251M 4451bs 155lbs 3151bs 1101bs 435 lb, I 8221bs 1351be 140 Ibs 1771bs 3701bs 1151bs 185Its 1601bs 1s 187 Ib 170 lbs 221 lbs 2801bs Anchors@1.15"Min OC/F-Gip(Fig. 6) 240lbs 3501bs N/A NA 60b WA WA WA 3701bs N/A 112 4421bs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,•11; 11 i1i1/r 2) LINEAR INTERPOLATION BETWEEN MIND JENPTFIJ ANDpR OOENI*G WIS*S IS ALLOWABLE. �" 0i, Ni�7 FIGURE 3: /1 ANGLE 3) MULLION AND MULLION CLIPtSHOWN AP** NOT•T• SMLLOFOR F C,�••��,y��ENSIGNS, SEE 3.188" \C��`�\ CLIP MUST SHEETS 21-23. HOLES TO BE DR 6ED IN TM16FIBLD IVLLOWyI1B•'G ISIONA!• RESTRICTIONS Es -9 1BE USED SHOWN ON SHEETS 21-23, FIGURES46HOW 9UG@EST•ED,,%MO)QMAJE HIDW LOCATIONS. No. 53705 IN PAIRS. • • • • • • .265" _ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - - ' GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ' ,0 -'. �o•L� FIGURE4: FIGURE 5: FIGURE&: .. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.$$ Lt1M(jQIA SHALL BE : �T TAl E F . \y M6063-T5 AND BEA MINIMUM OF.125'JYIQK.STEELI9TUD!t-A I IIJ MGRADE 33 AND <`' 'c/ORiGP1.25" X 3.188"X.265"MULLION s.045"THICK(18GAUGE).STRyCTi11Z4LS1EELTOSE LEA T.125"THIOKANDAti6.ALL / S'ONALANCHORS INTO METAL SHALA EwEND91T LEAST•3 JTEW'jHREADS BEIOND TAE MATERIAL. (1-1/4" VF MULLION) 1 #10 & #12 ANCHORS INTO WMD T A CBE ASTEE, 18-8 S.S. Og4I0 S.S. • • A. LYNH Iv�ILLER, P.E. • • • • 0 FL P.E.# 58705 TABLE 9A Mullion Capacity Table (lbslfe) ANCHOR CAPACITY Opening Width (for verbeally-spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in CAP. 1.25 X 3.25 %.700 Reclan lar Loading Tra Tdan P' g loading Reclan guWar Loading Traprr ang. Loading Rectangular Loading TmpTnang. Loading Rectangular Loading Trap/Tsang Loading Rectangular Loading TmprTn..g Loading Rectangular Loading Trap7Trung. Loading Rectangular Loading TmNTdang. L.ad.ng 0.eclangoo, Loading Trap/Triang. loading Rectangular Loading Tmp/`nang. Loading (ANCHOR (DP) X `MULLION CAP.,.a,.,,,,� Alum. Tube Mullion E € i 15 s € " Pyy $ < 9 '1- & F' ad fi 2- 5 P € i & yy_g fi _ "= & sg fi H: - fin= a ¢ € 8 3 € '' J` p USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 1700 620 170o 435 1700 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 1 521 127.7 1118 170.0 521 109.5 1118 170.0 521 95.8 1118 170o 521 TO AN ACTUAL PRESSURE 48in 1700 708 170.0 524 Woo 850 170.0 584 167.6 978 470.0 630 1463 978 170.0 661 1304 978 1700 677 117A 978 170.0 680 97.8 978 170.0 680 83.8 978 170.0 680 73.3 918 170.0 680 REQUIREMENT FOR THE 50s25 in 1700 747 1700 563 170.0 89s 170.0 631 1507 927 170.0 684 131.9 927 166.5 708 1172 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 156.3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 154.5 Sig 170o 691 1325 869 153.9 683 115.9 W9 141.8 669 103c 869 1340 660 927 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 1288 652 (FROM THE TABLE) OF THE 60 in 143.2 ]16 1538 634 119.4 746 132.3 620 102.3 746 117.8 808 89.5 746 107.8 599 796 746 101.0 592 71.6 746 96.6 587 59.7 748 93.3 583 512 746 933 5B3 44.6 746 93.3 593 SELECTED MULLION. IT WILL 63in 123.7 677 132.0 579 103.1 677 113.2 566 BB.d 677 1004 555 77.3 677 97.4 546 68.7 677 85.2 539 61.9 877 81.0 534 51.6 677 770 529 44.2 677 76.7 529 38.7 677 76.7 529 YIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE a 1. 66 in 107.6 617 114.1 530 89.7 617 97S 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 683 489 44e 617 64A 483 384 617 637 482 33.6 617 633 482 USED TO QUALIFY ADDITIONAL 72 io 82.9 518 87A 450 69.1 SIB 74.2 440 59.2 518 65.2 432 51.0 518 58.8 425 46.1 518 54.2 419 41 A 518 50.7 414 34.5 516 46.6 408 29.6 518 450 405 25.9 518 45o 405 ANCHOR OPTIONS FROM THE '22 76 in 70.5 465 73.7 4M 5111 455 626 398 50.3 465 54.9 390 d4.1 i 465 494 384 39.2 465 45.3 378 35.2 465 42.2 374 294 465 38.3 367 25.2 465 36.5 3M 22.0 465 36.2 363 ANCHOR CAPACITY TABLE. C 78 is 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45A 366 36.2 444 41.6 360 32.6 441 383 35 227.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 90 In 424 332 43.8 295 35A 332 37.0 289 30.3 332 32.3 284 26.6 332 28.8 280 23.6 332 26A 276 21.2 332 2d.1 272 17.7 332 21.3 266 15 2 332 W6 262 133 332 183 260 96 in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26 4 252 21 9 291 23.5 248 19 4 291 21.3 244 17.5 291 19.5 241 14.6 NI 17.1 236 12.5 291 15.6 232 IN in 246 230 251 208 20.5 230 21.1 205 17.5 2. 18.3 NI 154 230 16.2 IN 1711n 22.6 218 23.t 19] 18.9 1 278 1 19.4 1 194 16.2 218 16.8 197 14.1 218 74.9 788 120 in 1 17.9 1 187 16.2 1 170 1 14.9 1 187 1 15.3 1 167 TABLE 9B Substrate: 2.71, Concrete A Concrete 3.5k Con.. Follow CMU Filled CMU PT Wood Metal Anchor Capacity tYtracon Ca Arwhor Type. 3116" Elco Ull-tin 1/4" Elco Ultracon 3116" DeWall Ultracon+ 1/4" DeWal1 Ullmcon3 5/16" El- Ultracon 3116' El- Ultracon 114" Elco Ultracon 3/16' DeWalt Ultracom 1/4" DeW U11- ralt 1/4" SS Elco Agg.GE 5/16" Elco lN IW SS EICo AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (GS) (Ibs) Edge Distame (n): 1" 2-1/2" 1" 2-10' 1" 2-112" 1" 2-1/2" ills, 1" 2-1/Y 1" 2-112' 1" 1 2.1/2" 1" 2-112" 12" 3-1/8" 2- 0,48"' 0.54" 0.324" Embedment(in): 1-314" i-3/4" 1-314" 1-31-314" 1-3/4" 1-3/4" 1-314" Z' t-1/4" 1-114" 1-1/4" 1-1111 1-1/4" 1-11:' 7-1/4" 1-1/4" 1"1/4" 1A/4" 2" t-3/e" 1-3/8" wades 2 Anchors @ 4,75' Min. O.C. / Standard or Offset Clip (Fig. 1): 3901bs 390lbs 4501be 8901be 310lbs 6301bs 220lbs 870 Ibs 1644lbs 2701ns 2801bs 3541W 7401bs 2301bs 370 Ibs 320 lbs 5B0Ibs 374 Ibs 664 Ls 946lbs 341 Ins 442lbs 5W lbs 4 Amhom @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ite 700lbs WA WA 3201bs 12501bs 370 Ibs N/A WA N/A 380 1te WA WA N/A 74o l6 WA WA N/A WA N/A 682 lbs 88511s 1120 lbs 4 Anctgm @ 3` Min. O C. / (2) 2x5 Angle Clips / (Fig. 3): 78011s 7801bs 680 lbs 15601bs 6201bs 12601bs 4401b5 17401bs 18961bs 540 os 5601bs WA 7601bs 4601bs 7401M 6401bs 11fi01bs 7481bs 8801bs 18921bs 6821Ds 885lbs 11201bs 3Amhom @ 0.54" Min. O.C. / U-Clip, into 100' Alum. (Fig, 4)' N/A WA WA WA N/A WA WA N/A WA WA WA WA WA N:A N/A WA WA NIA WA N/A WA WA 950 lbs 1 Anclar/F-Clip (Fig. 5): 1951bs 195lbs 225Its 445 lbs 1551bs 315lbs 110 lbs 4351bs K2 lbs 1351W 140 lbs 1]71bs 370lbs 11511s 185lbs 160IW 2901bs 1871bs 332lbs 473 Ite 170lbs 2211bs 280 Ite 2 Anchors@1.15"Min O. C./F Clip(Fig. 6): 2401bs 3501bs WA WA 1601bs 6301bs 1851bs N/A WA WA 1901bs N/A WA N/A 3701bs I WA NA N/A WA N/A 341 lbs 442lbs I 560lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. W U. Q Z PRODUCT REVISED as eompi ing with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" 1-1.250- 1 • 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. t 11 l l i i t ; • • • • • • 13Y N'b ' FIGURE 3: _ 3) MULLION AND MULLION CLIPS SHOWA 1,REM:TdjCP*E. §OREXPICT MMBNSIONS, SEE 3.250"' 3.250" ANGLE SHEETS 21-23. HOLES TO BE DRILLE IN THE FIEW FOLbWN6 DIMENISIO ALTt STRICTIONS ti C CLIP MUST SHOWN ON SHEETS 21-23. FIGURES W SUG"STDD, APPROXIIATt A%E L1 gTIONS. • • • • D8705 BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CO.F.Rr*4CI 3dl S'PECIPICATIONS. HOLLOW AND A GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUUQaVDWWD TE OF F (UW'- • .045" THICK (18 GAUGE). STRUCTURAL STWIi iD BEAT LV ST .121"•CHICK AT44A36. A14 .100" .100" ANCHORS INTO METAL SHALL EYT&ENWAT LEA6T 3 SCRE�HREf)S BEYOND.THE MATERIAL. • 1.2M X ION X.R 1.25"X ION X.100" #10 & #12 ANCHORS INTO WOOD MAY 1fE STLaEL, 1%8 SS 410 t.S. • • MULLION FOR MULLION FOR 1� a • • • • • • FIELD -MULLED UNITS FACTORY -MULLED UNITS A, LYNN MIL'LAR, P.E. • • • is • FL P.E.# 58705 •:• • • • • • ••t • • • • • • • • • 00 •• TABLE 10A 11MI MIMEM M11111MIME -USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING - -TO rMin AN ACTUAL PRESSURE QUIREMENT FOR THE 0,-PENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL CA,PACfTY WHICH MAY BE USED TO QUALIFY ADDITIONAL FROM THE ANCHOR OPTIONS ANCHOR CAPACITY TABLE. UMMMMMUMMMENNNEMMM TABLE 10B Substrate: 2.7k Concrete 31, Concrete 3.5k Cons Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anetwr Type. 3116' Elco Ugracon 114" Elco Ullracon 3/16' DeWall Ullracon+ 114" DeWalt Ultracon+ 5116^ Elco Ultracon 311T Elco Ultrecon 1/4" Elco Ullracon 3/16" Dewalt Ullracon/ 1l4' DeWalt Ult. — i/4" SS Elco AggreGator 5/16' Elco Ullracon 1/4' SS Eleo AggreGalor #10 Steel Screw(G5) #12 Steel Screw(G5) 912 Sted Screw(G5) (Ibs) Edge Distance Qn): 1" 2-112" 1' 2-112' 1" 1 2.1/2" 1' 1 2-1/7 3-1I8" 1" 2-1/2" V 2-112" 1" 2-1/2- 1" 1 2-1/2" T 3-1/8" 2" 0.48" 0.W 0.324" Embetlmed (in): 1-314" 1.3/4" 1.3I4" 1-314" 1-3/4" 1-3/4" 1J14" i-3/4" 2' 1-114" 1-114" 1-114' 1-1/4" 1-1/4^ i-1/4" " 1-1/4' 1-1/4' 2" 1-3r8" 1-3/8" Vanes 2 Anchors @ 4.75 Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 4501bs 8901bs 310lbs 630lbs 220 lbs 87016s 16441bs 2701bs 280 We 354 lbs 740lbs 2301bs 3701bs bc 374 lbs 664 to. 946 IN 3411bs 4421bs 560 lbs 4 Anchors @ 1, 15" Min. O.C. / Standanl (or Offset) Clip (Fig. 2)' 4801bs 7001bs WA N/A 320 lbs 1260 lbs 3701bs N/A WA WA 3801bs N/A WA N/A 740 Ibs NIA WA N/A 682lbs 885lbs 1120 IM 4 Anchors Q 3" Min. O.C./ (2) 25 Angle Clips / (Fig. 3): 780 lbs 780 us 680lbs 15601bs 6201be 1260lbs 440lbs 174016s 18961bs 540lbs 560lbs WA 760lbs 460lbs 7401ns MN/ANIA 1bs 748lbs 880IM 1892lbs 682cs 8851bs 1120 ins 3 Anctiors @ 0.54" Min. O.C. / U-Gip, into.10(^ Alum. (Fig. 4)' N/A WA WA WA N/A WA WA N/A WA N/A WA WA WA WA WA WA WA NIA WA WA 950 lbs 1 Anchor/ F-Clip(Fig, 5) 1951bs 1951b5225 lW 4451ns 155 IM 315lbs 110 Ibs 4351bs 8221bs 1351bs 14016s 1771M 3701bs 115 lbe 1851bs Ibs 1871bs 3321bs 47170bs2A.Mrs @ 1.15' Min. O.C/F-Clip(Fig.6) 2401bs 3501bs WA WA 1601bs 6301bs 1851bs NIA NIA WA 190 Ibs WA WA N/A 3701bs N/A WA NA I341 Ibs 442 ibs S601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. rib 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: E4P • • • FIGURE 4: FIGURE 5: FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN A(.+E NO SCAL:FOB t ACT:DI NS10NS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IPlTHE FIELD OL`�'Cy(V�jJG VIMfWSIONAt RATRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SH%SUGG EU•4PIIRO)MMWE I"CL0CA1'1i1NS. . * is INEPSED 0 AIIRS 4) SUBSTRATES: CONCRETE SHALL CONF/•1RM TO•rsl 301 SPECIFIL917101. FFOLLEW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 3i�1Q .045" THICK (18 GAUGE). STRUCTURAL �TEEI•Til$E AT LEAGT.I2I'1MCK AN&, . AL • ANCHORS INTO METAL SHALL EXTEI Aj LEASTW SCREW TIqREAEj BEYOND T%E MATERIAL. #10 & #12 ANCHORS INTO WOOD MA`4BEs6TEE0 18-8 S.S.OR TO S. • • • • • • • •• •• •t t• is is 1.25" X 3.25" X .624" MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25" X .624" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as comp)y)ng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control _1,,tllirll • LYh!N NO 58705 ;p`'.Tc F S/0IvaL A. LYI"{IGiilatt P.E. FL P.E.# 58705 TABLE 11A Mullion Capacity Table Qbsfle)-- ANCHOR CAPACITY ADJUSTMENT FORMULA. ®�® ANCHORULL FORMULAUSE THIS THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING ..OBTAINTO AN ACTUAL PRESSURE MW =I 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 =j=====W== USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE 11 B SUD5121e: Z7k Corcrele 3k Coo[rNe 3.51, Corc. Hallow (7dU Filled CMU PT Wood Metal Anchor Capacity ArcturType: N16" Elco Ulf-.UK-.UK—Unmcan« IW Elro 3/16' DeWan 1/4"DeWali 5/16' Elco Uliracon 'V16" Elco Ulf—.Uilracon 1/4" Eko 3/16• DeWalt Ulf-.. 1/4" DeWall UK—AggreGaa 114"SS EI[o 5/16' Elco Unrdcon 1/4" SS Elco A99reG3lor 410 Sted Screw (G5) t112 Steel Scrcw (G5) lkl2Sleel ScrEw (G5) Qbs) Etlge Distance pn) 1•• 2A/T 1• 2-1/7 1" 2-112" 1. 2-1/T 3-118" 1" 2-112' 1" 2A/T i" 2-11Z 1" 2-1/2" 7 3-1/8' 2" 0 48" 0.54" 0.324" Emtxtlmen pn) 1-3/4" I-W I1/4'1 1-NIr 1214" 13/4" 13/4" 13/4" 2" 1-114" 1-114' i-1/4" 1-1/4" 1-114' 1-i/4" 1-1/4" 1.114" 1-1/4" 1-1/4' 2" 1318" t3/8" lades 2 Arc Mrs (0 4 75- Mtn. O.C. / Stan aid a Offset Clip (Fig. i) 3901bs 390 1M 450 lbs 890 IM 310 m5 63011)5 2201bs 8701D5 1644 m5 2701135 2801b5 354 Ibs 7401ts 230 lbs 3701D5 3201bs 58D Ibs 3741M 6641W 94610S 341 IDS 4421bs 560Ibs 4Anchus Q 1.15- Min O.C. / Standard (Ur Onset)Clip (Fig. 2) 4801os M IM N/A N/A 32D IM 12601bi 370 its WA N/A WA 380 Ns NIA WA N/A 7401D5 NIA N/A NIA N/A WA 6821bs 88510s 1121IDS 4 AMhDM @ 3- Min. O.0 / (2) 215 A gle Clips / (Fig. 3): 780 ns 7801Ds 6801bs 15W ft 620 W 13501M 4401bs 17401bs IM Itis 6401DS 560 cis N/A 760 Its 460 lbs 740 05 6401bs 11W Ibs 7481M BBO IDS 1892 0s 6821ts 885 ms 112D IM 4 Anchors @ 0.54" Min. O.C. / U-Clip, into 100• Alum. (Mg. 4), N/A NIA NIA NIA NIA NIA N/A WA N/A NIA N/A N/A N/A N/A WA N/A N/A NIA NIA WA WA N/A 1267 IM 1 AnchalFLllp (Fg. 5Y 195105 1951DS 2251D5 4451bs 1551Ds 315 m5 1101Ds 43510s I 8221Ds 1351bs 1401bs 17l IDs 3701bs 1151Ds 18510s 1601Is 290105 1871Ds 332 lbs 4731bs 1701M 221 Its 2B0IDS 2Archas@I 1✓Min O.CJ F-Cllp(Flg. 6): 240 ms 350 ft NIA N/A 1601Ds 6301bs 7851Ds WA N/A WA 1901D5 N/A WA N/A 37(I IDs N/A N/A N/A N/A NIA 3411bs 4421os 5601D5 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETW: EN h41LL�EVTl j9 ANWR OfENIN WAAiS IS ALLOWABLE. 3) MULLION AND MULLION CLIP SHOWN AfJF NO SOALLN F&,E&C�Q)MENSIONS, SEE SHEETS 21-23. HOLES TO BED II jED IN I" FIELD �OLe GDPSION4 RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURESPSHOW IlUG1SF+S�EC�/rA0 IM4TE Ill 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 WITH AN SG OF 0. 5OUIv"W SHALL BE 6063-T5 AND BE A MINIMUM C§ .100'6TMILK. STEEL%TUd%ME A M M GR/.DE 33 AND .045" THICK (18 GAUGE). STFy1Ci1RAL SVEEL TOObE EIyT /M L.125" THICK AND 6. ALL UE�1 ANCHORS INTO METAL SHALL EwrENEPAT LS•S EWjHREADS BBMOND TAE•MATERIAL #10 & #12 ANCHORS INTO W �OEVA: BEMSTIML, 18-86.S. Oil•10 S.S. • • • •• • • ••• • • as • ••• • • ••• •• • • 1.25" X 3.94" X .624" MULLION W a 1 a z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control 1 (111I i711// _ 140. 58705 %Ss�onlat •�N�,, A. LYNU k4dER, P.E. FL P.E.# 58705 TABLE12A Mullion Capacity Table (lbsiRa) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 6D in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 2 x 4 x .25 Rectangular Loading Trap/Triang. Leering Rectangular Loading Trap/Tnang. Loading Rectangular Loading Trap/Trang. Loading Rectangular Loafing Trap/Triang. Loading Rectangular Loading TrapfTflang. Leading Rectangular Loading Trap/Tdmig. Loading Rectangular Loading Trap/Triang. Loadng Rectangular Loading TmprTnang. Loafing Rectangular Loafing Trap/Tdmg. Loading Alum. Tube Mullion 2• 8 3 E$ r ' 3a ¢`¢ r 8 3 �� g 2 r °� 3` _ a ¢`rc L a 3 _� � �� l o 3a oe � ¢`le r 3 = � 2a i• 3< a" _ fir le r 3 =p � 20 r 30 t � al"e r 3 _ _ �a t 3a r �� arc r u @ =n �� r 3a t �¢ r a 3 a =� �� Z 39 r � �Iz L' a 3 o$ _� f� vk 39 Ld � fir le L• 3 s`� 3� �- r 'k 3 rY � a`rc r 3 �£ _� �� r �� 3" t� �� a`rc r 3 `f � 2e. y'• �a 39 � a`12 t 3 S� 2 c r B.B 3" �Y �a a`rc L• 3 § =� E Ay 30 � `& r 3 g� 2a r B. 30 t2 a �rc z 3 c, =� f� L g$B 3a r" �a a`rc D ao 3 o a 2c. S a i• o 3 =g 2• 3a 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.g 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 1700 1735 170.0 521 170.0 1963 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 1700 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 637 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 1700 2092 170.0 756 170.0 2391 1700 756 54 in 170o 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170o 797 170.0 1240 170.0 878 170.0 1417 170o 944 170.0 1594 170.0 9% 170.0 1T71 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.D 850 170.0 1302 170.0 940 170.0 1488 170o 1015 170.0 1673 170o 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1066 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 1700 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 72 in 170.0 1063 170o 878 170.0 1275 170.0 1009 1700 1488 170.0 1126 170.0 1700 170o 1228 170.0 1913 170.0 1315 170o 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 ID92 2184 170.0 1530 J 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 1700 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 105.1 1960 154.0 1535 92.9 1960 152.7 1531 � 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 VOL 76/1 170.0 1250 170.0 1842 170.0 1369 152.7 1861 770.0 1474 737.4 1861 163.1 1500 114.5 1867 147.3 1473 98.2 1861 139.6 1459 85.9 1%1 137,E 1454 90 in 170.0 1326 170.0 1144 149A 1398 156o 1219 1278 1398 136.0 1198 111.8 1398 121.3 1179 99A 1398 110.2 1162 89.5 1398 late 1147 74.5 1398 89.8 1122 619 1398 82.7 1105 55.9 1398 78.9 1096 96 in 147./ 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.d 1016 61.4 7229 72.2 993 52.7 1229 65.9 977 46.1 1229 62.1 967 108 in 103.5 977 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 d9.0 796 37.0 971 46.0 782 32.4 971 40.8 771 Ill in 95.4 919 97.3 032 79.5 919 81.9 819 68.1 919 70.9 SON 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.6[�474 919 M1 756 34.1 919 40.2 742 29.8 919 37.1 732 120 in 75.5 786 76.8 716 62.9 786 64.5 705 53.9 78B 55.8 695 47.2 786 49A 686 41.9 786 44.4 677 37.7 716 40.5 F 788 34.9 653 27.0 786 31.0 641 27.6 786 28.4 631 144 in 43.7 546 44.2 504 36.4 548 37c 498 31,2 546 31.9 491 27.3 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 516 19.5 464 15.6 546 17.2 455 13.7 546 15.5 448 TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP",.) X /ANCHOR `MULLION CAP.,,,„az =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. Substrate: 27a Corcrele 31, Concrete 3.58 Co., Hollow CMU Filed CMU PT Wood Metal Anchor Capacity Amfor Type N16"EICo Ullman Uaraanabn. 1/4"FICDk62O 'Dewalf 1/4"DeWa6 Ultmtmr 5116'Eko Uilmcon 3'16"EICo Ult-on 1/4'Elto Unr W 3116'DeVJ.4 Ullraan. 1/4"DeWdt Ultracmt 1/4"SS Elco AggeGaor 511e EICo Ultracun 7/4"SSElco AggreGator #10 Sleet Serev,(G5) #12 Steel Scree(G5) #12 Sled Scrm(G5) Qbs) Edge Olstance (0)'. 1" 2-11T 1' 2-1/2" 2-1 Ir 1" 2-1/T 3-1f8- 1' 2-1/T 1" 24iZ 1" 2-1/T 1' 2-12' 2- 3-1W T 048" 054' 0.324" EalMdcaut (in). 13f4" I V4- 13M- 13'4- 1Jf4" 13/4' 1 W4' 2' 1-1/4" 1-1/W 1414' 1-1/4' 1-114" 1-if4" 1-114" 1414' 1-114' 1-1/4'FN/A 13'8' 13re" lanes 2Antrors@4.75"MIn.O.C. I Slaroard or Offset Clip (Fig. 1&2) 390 Nis 3901M 45010s 8901hs 630 Its 220 Ibs 87010s 1644 IM 2701bs 2801M 354 Nos 740 Its 230Its 3701bs 320 Me 5801M 374Its 664 Nis 3411be 442lbs 5W Ibs 4 Anchors @ 2.68' Min O.C. I Standard (or Offset)Clip (Fig. 3)'. 7401bs 7401M 630 be 14851bs 12601M 430 Its 1730 Its 1424 lbs WA %01M NIA 695106 4251M 7401M 575Its 11101ts NIA 8801Ds6B2 Me 885101 11201os 6Anchors @ 1 71' Min O.C. I Standard (or Otrset)Clip (i 4) BB51bs 050 750 Ibs 1946 W 18901be 608 lbs 2558 lbs NIA WA 7051M NIA 7998E 5061M 1110 lbs 6191M 1470 Its N/A NIA1022 Nis 1327 Nis 16801M4 AreMrs @ 3- Min. O.C. / (2) 2r5 Angle Clips / (Fig. 5) 780105 78 M 6801M 156D WS 12601M 440 lbs 1740 Its 10961bs d0 lb 5601M NIA 7601M 460 He 74D Ibs 6401M 1160 Its 7481M 8001DsNis 6821M B85 It 11201M 6ARhbrs@3"Min. OC/(2)2.r5Angla Clips/(Fig. 6):1170 Its 1170lbs 10201M 2340 Nis 930 IDs 18901M 6601bs 25101bs 28441bs 81 bs 8401M NIA 11401b5 690IM 111D Nis 9601M 17401M 1122 Its 1320105 1022Ins 1327 lbs 16SO IM 3Anchors@1.34"Nlin.O.C.IULIIp.Inlo.125"Alum.(Fig. 7) NIA WA NIA N/A NIA N/A WA NIA NIA NVA N/A N/A WA NIA WA NIA NIA NIA N/A WA N/A 0731 6 Anchors @ 064' Min. O.C. / UClip, into .125" Alum. (Flg. 8)'. N/A WA N/A NIA N/A N/A WA WA NIA WA N/A NIA WA NIA WA N/A NIA NIA NIA2Anl @2 Sir Min O.C/FLBp(Flg. 9) 370lbs 3701M 315Ibs 7431M 3101bs 63D Ibs 2151M 865 lbs 712 lbs WA 2001M NfA 3481M 2131M 3701bs 2881M 5551bs NIA 4401M341 IM 4421M 5W IM3 Anetlors@1,71" Min. O.C7 F-Clip(Fig, 10) 443 Nis 5251M 3791bs 9731M 363 lbs 94510s 3041bs 127D Ibs NIA WA 353 No N/A 3991M 2531M 5551bs 3091M 739 Ibs N/A NIA511IM 664 Nis I MIts NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:�_) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USIIK21aiHB?AeLE1AND SHEET 251<OR•INFOFRuIl4TION ON LOADING. SEE SHEETS 2-4 FOR • . 2000"' .. • • • • • • • • GENERAL INSTALLATION METHODS. 0 is IN z,�."'". FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS P:4DZR Q•PEVINCC.WipTHSIS ALLQWVABLE. • • • • • • • • • • • • • • • • 4.000" _ NO. EE 705 `,- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 21-23. HOLES TO BE DRILLED IN .250•' ; -� • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE - LOCATIONS. - '•, 2p �; FIGURE T FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4 SUBSTRATES: CONCRETE SHALL CQNFQRM TO:.CI 301 PECIFICAJIONS. HOT AN -FILLED CONCRETE BLOCK UNIT ) N F<C (\ ,. •' ' (C�'•-. RID ��.` �; • • • a IF. (FIGURES 5&6) MUST BE USED (CMU) SHALL CONFORM TO ASTM C-901 WOOD SHALL BE PRESSURE -TREATED YBILOW SOUTHERN PINE WITH AN SG OF 0.55. SHALL BE 6063-T5 AND BEA MIRIMOM 'S' CK RLT "ALHALL LEAST 2" X 4" X .25" MULLION "' �G \� // /O`)\'(FyL E 1�� EXTEND ATDE GAUGALUMENUM ). STRUCTURAL STEEL TO BE %E''hST•.1 THICK AIN&A36. ANRC,H04%TO 3 SCREW MAYBE A. A. LYNIV `JI�LLER, P.E. L • THREADS BEYOND THE MATERIAL. #10 6412 ANCHORS INIMMOOD STEEL, 18-8 OR 410 S.S. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • IN • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Mullion Capacity Table Ibstit' ANCHOR CAPACITY Opening Width (for vertically-spanring mullions) or Opening Height (for horizortaiVspannirg mullior) ADJUSTMENT FORMULA: 50 in 60.. 70 in 80 in 90 in 100 in 120 in 140 in 160 in ANCHOR CAP.,,,,,,,,,_ 2x6x.26 Rectanguar Loading TraplTdang. Rectangular Loafing Loading 0 Traplrriatg. Loading Rectangular Loading g Trap/Tnang. Loading 9 Rectangular Loading e Trap doing. Loadin 9 Rectangular Loadin 9 Trap/Tdang. LoadO g Rectangular Loaning g TraprTdang. Loading 9 Rectangular Loading g Trap/Tdang. Loading e Rectangular Loadn e Trap7Tdang. Loading 9 Rectangular Loading 9 Trap/Tdang. Loading (DP,==)X ( > MULLION CAP.,,,,,,,„,. Alum. Tube Mullion r B i r P Q K D = f _ r r o iZ 2 Q d K f r a r Q K r (:1 ° g r c? v £ ¢ K D o _ $ i 2-9 a Q Q K r i"; i1 _ $ r n tc 3 ¢ K D n ' B r in �c o ¢¢ 2• a u '_' g_ r a� u v �cc Q ¢ K r s u r a 3 a 3 Q K 2' u § c i r 3a o Q K b .Q B L• v • .a ¢¢ D _ ,`o_ s = f r a� u v a o tc - ¢ K r n $ ;= g r n ci a - Q K 2• > i� § c = g f r o u o �c Q ¢ K r n u '_° 2• ale a$ £ . Q K 2 a = g i r vka_ c? a 3 ¢ r u g i_ r ci a 5 Q K L ' f r a ` Q K =ANCHOR CAP.,r, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 $68 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 650 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1 1345 170.0 747 170.0 1 1494 170.0 766 1 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2301 1 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.13 803 170.0 1434 1700 837 170.0 1594 170.0 656 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 1700 861 SELECTED MULLION. IT WILL 601n 170.0 885 170.E 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 MI 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 170.0 2833 170.0 1063 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 176.0 940 1700 1488 170.0 1015 1700 1673 170.0 1076 170.0 1859 170c 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 ANCHOR OPTIONS FROM THE c 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 ANCHOR CAPACITY TABLE. 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 1 170.0 2019 1 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 rC 78 in 170.0 1751 170.0 967 170.0 1381 170.0 1116 170.0 7611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 1 170.0 1474 170.0 2302 1 170.0 1564 170.0 2763 1 770.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1869 1700 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170A 3188 1 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 96 in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170-0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156.1 2428 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 1638 170.0 1454 170.0 1111 170.0 1710 170.0 2213 170.0 1132 170.0 2121 170.0 2141 151.1 2112 112.3 2241 136.6 2632 148A 2211 111.1 2132 121.4 2116 17.1 2132 115.1 2126 85.4 2632 106.3 2096 alll170.0 170.0 1771 170.0 15W 170.0 2125 170.0 1859 154A 2252 1590 1997 135.1 2252 147.4 7964 120.1 2252 127.2 1938 108.1 2252 118.1 7915 90.1 2252 99.8 1872 T1.2 2252 88.9 1836 67.6 2252 81.4 1808 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52A 1564 56A 1330 44.7 1564 49.2 1305 39.1 1564 444 1283 TABLE 13B Substrate: 2.71, Concrete 38 Concrete 3.51, Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type' 3/16' Elco Ultracon 114" Elco Ultracon 3116' DeWalt Ultra- 114" OeWdlt Ultracon. 5MV Elco Ultracon 3116' Ell. UI12con 1/4" E1co Ultracon 3/16" De Walt Ultracon. 114" De Walt UBracom 1/4' IS Men A eGalor get 5116" Elco Ultracon 1/4" IS Elco A Gator 9gre #10 Steel Screw G5 ( ) #12 Steel Screw G5 ( ) #12 Steel Screw GS ( ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-112" 1' 2-112' 1' 2-112" 3-1I8" 1" 2-112" 1• 2-112' 1• 2-1/2" 1' 2.112" 2" 3.118" 2" 0.48' 0.54" 0 324' Embedment (in): 1-314" 1-3W 1-314" 1-314" 1-3/4" 1-314" I-W 1-3/4" 2• 1-1/4" 1.1/4" 1-1/4" 114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-114" 2" 1.318" 1-3m, .ales 2 Anchors @ 4.75" Min. O.C. / Standard a Offset Clip (Fig. 182): 3901Gs 3901bs 450 lbs 8901bs 310 lbs 630 lbs 220 lbs 870 Its, 1644 lbs 2701ba 2801bs 354 lbs _I 7401as 2301bs 370 lbs 320 Ibs 5801bs 374 lbs 664 Its 946 Ibs 341 Ibs 442 lbs 5601bs 4 Anchors@ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 780 lbs 780Its 900 lbs 17801bs 620 Its 1260 Ibis 440 lbs 17401bs 32321bs 540 tbs 5601bs 708lbs 1480 Has 460lbs 7401bs 640 la 1160 Ibs 748 lbs 1272lbs 1692 Ibis 682lbs 885IM 11201bs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4) 1180 lbs 1400 tbs 1010 Ibs 2595 Ibs 940lbs 25M lbs 8101bs 3410 lba WA WA 940 Its WA 1065 Its 6751M 1480 Ibs 825 lbs 1970 Its NIA WA N/A 1363 lbs 1770 Its 22401bs 4 Anchors @ 3' Min. O.C. 1(2) W Angle Clips / (Fig. 5)' 780 lbs 780 Ibs 680 lbs 15601bs 620 lbs 1260 Rx 4401bs 1740lbs 1896lbs 5401bs 560 lbs WA 760 Ibs 4601bs 740 lbs 640 lbs 11601bs 748 IN 880 Ibs 1892 lbs 682lbs 8861bs 1120lbs 8 Anchors @ 3" Min. O.C. / (2) 2,5 Angle Gips / (Fig. 5)'. 1560 lbs 1560 Its, 1360 Ibs 31201os 1240 Ibs 25201bs 8801as 3480 lbs 3792 lbs 1080 Ins 1120 Ibs NIA 1520 Ibs 920 Ibs 1480 lbs 1280 lbs 2320 Ibs 1496 lbs 1760 lbs 1 3784 Ibs t 1363lbs 1770Ibs 22401bs 12 Anchors @ 1.5" Min. O C. / (2) 2x5 Angle Gips / (Fig. 7): 16601bs 2100 Ibs 1440 lbs 3780Ibis 1260 lbs 37801bs 12001bs 5100 Ibs WA WA 1320 In. 1500 lbs 9W Ito, 22201bs 1140lbs 28801bs N/A WA NIA 20451bs 2654lbe 33601bs 4 Anchors @ 1.34' Min. O.C. ! UClip, into .125' Alum. (Fig. 8): WA WALNIAE WA N/A WA WA N/A WA WA WA WA WA N/A NIA WA WA N/A WA N/AWA WA 14301bs8 Anchors @ 0,64" Min. O.C. / U-Clip, Into .125'Alum. (Fig. 9): NIA WA N A N/A NIA WA NIA WA WA N/A WA WA N/A N/A WA WA N/A WA WA WA WA 2861 Has 2 Anchors @ 4.68' Min. O.C./ F-Gip (Fig. 10): 390lbs 3MM Ibs 8901bs 370 lbs 630 lbs 220 lbs 870 lbs 16161as 2701bs 2801bs 3541bs '-1-2301bs 370 Hbs 3201bs 5801bs 374 Ibs 6361bs 94fi lbs 341 Ibs 4421bs 5W Ibs 4 Anclrors @ 7.71' Min. O.C./ F qip (Fi . 11): 5901bs 7001bss 12981bs 4701bs 1260 Ibis 4051bs 17051b5 WA WA 4701bs WA 5.1. 338 It. 740 Ibs 4131bs %51bs N/A WA NIA I 6821bs 885lbs 1120lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • • • USED 1N PAIRS. TABLE NOTES: .250" 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000"' LOAWIA(•s. SEM§1EE:S 2% FgFPG♦ENFh AI!e NsTALL•ATION METHODS. 2) LINFIAR INTWjOL#AjI EfWjE4VCL L9VTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3) MNDLION RIALULL4 CLIF4 SHO IN .RE.WT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 6.1 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)4�UBSjWJES: CONCf2ETE$"L CON WWW TO VV01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK 114IT4)CMU)46HALL CONFORM TQASTM C-90. WOOD SHALL BE PRESSURE -TREATED 4rEL@OW SOUTHERN IPIN[ WITINAN SG OF (055. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125•' HICK. IrEEL SAJDFS�'}R�,^J,•4iE A ISlINIMOM GRALL �}•1I DE 33RS '"Ay,N. D .045" THICK (18 GAUGE). STRUCTURAL STEEL TO TREADS BEYOND YF(E MATE. #10 & #T2ANCHORS INTO WOOD MAYBE STEELMETAL SHALL EXTEND AT �18 8 B.S.ST 3 CREW OR 410 S.S. 2 X 6" X .25"MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control �N` LYNN �........... �ay.r OGENje No.58705 = 73 '•. 0 �O^'. SATEOF (V�� A. LMILLEFi•, P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table Ibs#t' ANCHOR CAPACITY Opening Width (tor vertically-spenning mullions) or Opening Height (for horizontally-spanrarg mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in BO in g0 in 100 in 120 in 140 in 160 in ANCHOR CAP.- Rectangular Rectan lar p/ rig. Tra Tna Rectangular rg Tra plrnang. Rectangular TraplTnang. Rectangular TreprTnang. Rectangular TniYTnang. Rectangular Traprrnang. Rectangular TraprTriang. Rectangular Tap7Tdang. Rectangular Traprinang. (DP.�) X ( � �"") 1.26" x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading La rig Loading Loading Loading Loading MULLION CAP.,,,,,,,-, x.125" Alum r r p r ;_ r r g r a r r r z =ANCHOR CAP.,,. Tube Mull oa a n8 a�a� oa USE THIS FORMULA TO OBTAIN 8 u u u u 6` a i3 8� �� aE 3 o ia' ci 5B3 �o ci u 1.5 3 Soy $ s u �� ti u €g o a& u o£ ua P = ` Y, .`ei =g Q -g ,_ ' ` 3 ��. y ' °o•' - - Q THE "ANCHOR CAPACITY Al a`rc '$ �. d f $ a¢ REQUIRED" CORRESPONDING 42 in 144.2 526 167.0 428 120.2 52.6 148.9 419 103.0 526 138.9 414 90.1 526 134,E 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 526 134.1 41148 in 966 403 108.0 333 805 403 947 325 690 403 MA 320 604 403 81.4 317 53.7 403 791 315 48.3 403 78.6 314 403 403 78.6 314 78.6 314 30.2 403 78.6 314 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625 in 823 362 91.0 301 686 362 793 2114 588 362 71.9 289 51.5 3. 672 296 45.7 312 646 284 412 362 6312. 34.3 362 -5 -3 635 283 25.7 362 53.5 2283 THAN THE MULLION CAPACITY 54 in 67.8 318 74.1 267 56.5 316 642 261 485 318 577 256 42A 318 535 253 37.7 318 50.8 250 339 318 495 249 283 318 49.1 248 49.1 248 21.2 318 49.1 248 (FROM THE TABLE) OF THE c60'1n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 256 407 210 30.9 25B 37.2 20' 27.5 258 349 204 24.7 256 33A 203 206 258 32.2 201 32.2 201 15.5 258 32.2 201SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 63 in 42.7 234 456 200 356 234 39.1 195 305 234 347 192 26.7 234 31.6 189 23.7 234 294 186 21A 2M 280 184 178 211 26.6 111 J14 265 183 134 234 26.5 183 CAPACITY WHICH MAY BE 66in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 111 23.2 243 27.0 173 20.6 213 251 170 18.6 213 237 169 15.5 213 22 22 167 22.0 111 11.6 213 22.0 166 USED TO QUALIFY ADDITIONAL OPTIONS FROM THE 72in 28.6 179 30A t55 23.1 179 25.6 152 204 179 22.1 US 17.9 111 203 147 15. 1179 187 141 ANCHOR ANCHOR CAPACITY TABLE. Min 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 152 161 170 133 78 n, 22.5 152 23.5 133 18.8 152 19.9 131 t6.1 752 17.5 128 TAM C 1AR Substrate: 2.7k Concrete 31, Concrete 3.51, Conc I Hollow CMU I Filled CMU I PT Wood Metal Anchor Capacity Anchor Type: 3116" Elco UBracon 114" Elco UK.- 3/16' DeWalt Ultrecon. 114" De Walt Ullracon+ 5116' Elco Ultracon 3/15' Elco UI12con 1/4" Elco Ulliaeon 3/16' DeWaB Ultracon. 114" DeWall Ullracom 1/4" IS Elca ApgreGatar 5/16' Elco Ultlacan 1/4" IS Elco AggreGalor #10 Steel Screw (GS) #12 Steel Screw (G5) #12 Steel Screw (GS) (Ibs) Edge Distance (in) 1" 24/2' 1" 12-i!Y 1" 2-7/2" 1" 2-1/2" 3.111" 1' 2-1/2" 1' 2-/12" 1" 2-112" 1" 2-1/2" 2" 31/8" 2- OAO" 0,54' 0,324" Emhedmenl (m): 1-3/4" 1-3W 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" '-3/4" 2" 1-1/4" 1-114" 1-1/4" 1-i14" 1-1/4' 1-1/4' 1-1/4' 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3l8" YdlleS 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 1): 7801bs 78010s 6801bs 156011cs 620 Ibs I 1260 Ibs 4401bs 17401bs 18961bs 540 Ibs 5601bs N/A 1 7601b5 460 Ibs 740 lbs 640lb5 1 11601bs 1 748 lbs NO lux 1 1892 Ibs 1 6621bs 085 lbs 1120 Ibs 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. FIGURE 1: 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. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL C"OR%*fa AQ 301 SPE6IFICANON115. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAL:C�ONFORNITfO Aye C�(1. 1 Otlp SIL*E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SGF 0.55 U S%AL E 5 AISPBEAMINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 3i AMD ,WF' 4THIW (18 GVGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL AN0•I•RS IWO.1ETABSIHALLiJ(TEND All LEAW 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. . ••• . ••• ••• ••• • • • • • • • • • • • • •• • • • • • • • • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • WI EL r- PRODUCT REVISED as eomplyIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control .f NO.58705 J- :' G iA2TE %u : 441 S/OA/AL A LYN<JIOLL99IR, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (lbsIB2) ANCHOR CAPACITY ADJUSTMENT FORMULA: Opening Width (for vertically -spanning mullions) or Opening Height (for horizordally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in ANCHOR CAP .,,a, �" 3.25" 30 Rectan lar 9u Loading Tra Tdan Pr 9 Loading Rectan ular 9 Loading Tra Rdan . P 9 Loading Rectan tar in Loading Ira Tdan W 9 loading Recian tar in Loading Tro /idan . P 9 Loading Rectan tar 9u Loading Tr Loading9, Loading Recta ular ng Loading Tra rich . P n9 Loading Rectangular loading Loading Tr ITdan ap 9 Loafing Rmtan ular 9 Loa0n9 Tra Tden . P/ 9 Loafing Rertan tar in Loading Tro 7idan P g Loading (DP_) X ( MULLION CAP.,„,,,,„, ) DEG. AL BAY MULLo. r u = 2 �� a u ¢rc .� u € 2 �c r u o c as u = r �c r ale r u € c g@. r u � 'S a`le a u o �I r c ale r u `off EA r u$ ale r ci € ' �es A r o t ¢`re r 0 `off '5� r c? a c °�-� arc a 3 € fi°. r 0& - .2 1! i3 S 9 5 A r 33 a - a`¢ r 3 o L ��. r u a m a`rc u € � 5 1 r u a - a`rc i3 o gam. r ci v = a`rc x ri 8 3 A a u a - a`le x u S '� �� z• $ - a`rc x ci € E� x i3 a - �rc a u" _ € � �A r u d - �rc r ci s_` �n r u a ` a`a =ANCHOR CAP.v.o USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING PRESSURE 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 1735 170.0 521 149.1 1740 170.0 521 TO AN ACTUAL REQUIREMENT FOR THE 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1 170.0 1 747 164.2 1443 170.0 1 756 136.9 1443 170,0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1700 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 8% 120.3 1353 170.0 861 103.1 1353 170.0 $61 90.2 1353 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 678 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131 A 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 126.2 870 USED TO QUALIFY ADDITIONAL t 66 in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91A 1048 1166 830 76.2 1048 1094 821 65.3 1048 108.2 818 57.1 1048 108.2 818 ANCHOR OPTIONS FROM THE c 0 72 in 140.8 880 147.9 764 117A 8W 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 880 76.5 688 44.0 880 76A 688 ANCHOR CAPACITY TABLE. J 76 in 119.7 790 125.1 690 99.6 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 62.1 1 619 37.4 790 61.5 617 781n 110.8 750 115.5 657 92.3 750 98.1 844 79.1 750 85.9 672 69.2 750 1 77./ 1 621 61.5 750 1 70.6 1 672 55.4 750 65.7 1 605 46.2 750 59./ 594 39.6 750 58.2 588 34.6 750 55.5 586 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25S 563 33.3 445 22.5 563 31.6 442 96 in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.D 495 36.1 415 29.7 495 33.2 409 2414 495 29.1 400 21.2 495 26.6 394 18.6 495 25c 390 108 in 41.7 391 42.6 353 34.8 391 35.9 8 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 lit in 36.4 370 39.2 335 320 370 33.0 0 !284 27.5 310 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 1 17.6 220 17.8 203 TABLE 158 Sobslrole: 2.71, Concrete 3k Concrete 3.51, Conc. hollow CMU Filled CMU PT Wood Metal Anchor Capacity AncMr Type: 3116, Elco Ultracon 1/4" Eico U112con 3/16' De Walt Ui1r'eco.. i/4" Diwalt Ult...n+ 5116" Elco Ullr000n 3116" Elco Ullracon 1/4" Elco Ultracon 3116" De Walt Ultracon+ 1/4" DeWall Ultracon+ 1/4" SS Elco A reGator 99 5/16" Elco Ultracon 1/4" SS Elco A Gator 99re #10 Steel Screw GS ( ) #12 Steel Screw G5 ( ) #12 Steel Screw G5 ( ) (lbs) Edge Distance (ini: i" 2.1/2" 1" 2-1/2' i" 2-1/2"j1314" 2-VT 3.1/8' 1" 2.112" 1" _ 2-112" 1' 2Al2" 1" 2-112' Y 3.118" 2' 048' 0.54" 0.324" EmbMment (in) 1-3/4' 1-3/4' 1.3�4' 13r4' 1-3/4' 1-3W 1-3/4' 2" 1-114" 1-11' 1-1/4' 1-114" 1-1W 1-114" 1-1/4" 1-1/4" 14W 1-114" 2' 1-3'8" 1-3/B' jades 2Anclrors @ 5' Min. O.C. / (2) Z fi Angle Clips / (Fig. 1): 3901bs 39D Ibs 4501b6 8901bs 3101bs 6301bs lbs 8701bs 1700 lbs 270lbs 354lbs 740lbs 230lbs 37010s 3201bs 5801bs 3741bs 7201bs4 Anchors,@3.5" Min. O.C. 1(2) 2x5 Angle Clips/(Fig. 2)'. 780los 78010.s 7901bs 16701bs 6201bs 12601bs 1bs 17401bs 25251bs 5401be �W40i4bs N/A 11201bs 1601bs 740lbs 6401bs 11601b6 Anchors � 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 1120 Ibs 11201bs 9581bs 22461bs 930 Ibs 18901bs 1bs 25981bs 22541bs WA N/A 105910s 6461bs 11101bs 8791bs 16781bs N/A 132010s WA 10221bs 13271bs 1fi801bs PRODUCT REVISED as comp)yin with the Florida Building Coda NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dada Product Control FIGURE 1: 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. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO DCALE. FOR LAST 131MERSIONS, 04EELHBETS 21-23. .125' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICA&S SHOWN 01N SHECrS 21-23. ' �� • • • • • • • • • • • • • • 30° SUGGESTED, HOLE �`C`,. �1GENS F •. % FIGURES SHOW APPROXIMATE LOCATIQNS. • • • • • • • • ? . _(�� • • • • • • • • • • • • 3.250" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED No. 58705 _ x; '• ,4; " FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED - • • a YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" STEEL STUDS TO BE A MINIMUM GRADE 33 AUf�D.04 " ICK(18GyyUGE). STRUCTURAL STEEL TO BEAT - UTHICK. '.LEAST �ATOiF �> BAY / .125"THICK AND A36. ALL ANCHORS INTO MJYA`S L XTEND T Sf SCREW f4tADS FOND MULLION5 ' THE MATERIAL. #10 & #12 ANCHORS INTO WOOD M#Y 6E STFEL, 18-8 S. O 410 S. • • % �` .'O(ORID>`. ' �� . SS • • • • • • • • • • hG 7/// ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • a • • • • • • • • • 10iv,4, G ��`� A. LYPA IhI11LLIt P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • is• ••• • • • ••• • • TABLE 16A Mullion Capacity Table tbstit' ANCHOR CAPACITY Opening Width (for vertically-sparnrg mullions) or Opening Hight (for hodzordally-sparrdr)g mUliorts) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 16D in ANCHOR CAP.,_-, 3.26" 45 Rectangular Loading 9 TraplTdang. Leading g Rectangular Loading g TrapRdeng. Loading Rectangular Leading g Trap/Tdang. Loadn 9 Rectangular Leading 9 TrapRdang. Loadn 9 Rectangular Leading 9 Trap/Triang. Loading Rectangular Loadng Trap/Tdang. ding 0 Rectangular Loading 9 Trap/Triang. Load n9 Rectangular Lcadng TreplTdang. L-hn 9 Rectangular Loading 9 Trap7Triang. Loading (DP „„I X ( ) MULLION CAP.,�,,,,4„ DEG. AL BAY MULL r u 8 N _ gc iu` 6.9 g�. ¢`rc a u E c r lino 9 4 K r u 9 �. r iva u 'a a¢ r iu mot-, f c F civ m ¢tt r i� a 35c r U` 6 ¢ ¢ r i� ' 25c g i�c .9 4Ai z• e F 31 &- _ i5m -14 r o 321 r a iva m_ 5 4K r a S_ 2c x n.k ua S m QK z,• o iz 5 r a� ci` Q K z^ o ci „ Ee r u� ¢C a u = ` ��. z ci -' S e 5 3 QK i iu Ec r �= 8& �K r 3iva M �. r `o p Q ¢ r u ��. r civ m ¢`a°' r a Ec r ua o ¢K r ` ��. r_ ia� F Q� r i> c 5 a �� r u- c ¢¢ =ANCHORCAP.„,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 17&0 992 170.0 519 170.0 1116 170.0jr 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 708 170.0 524 170.0 850 170.0 561 470.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0170.0 1a17 170.0 880 183.7 t637 170.0 880 140.3 1637 170.0 680 722.E 1637 170.0 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 861 97.0 1455 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 in 170.0 930 170.0 745 173.0 1116 170.0 850 1628 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 USED TO QUALIFY ADDITIONAL 66 to 170.0 974 170.0 789 170.0 1169 170.0 903 145.4 1190 1633 965 129.9 1190 147.9 945 115.4 1190 136.5103.9 1190 128.4 914 866 119D 119.5 896 74.2 1190 118.1 893 64.9 1190 118.1 893 ANCHOR OPTIONS FROM THE C • 72 in 161.6 101D 169a 877 134.7 1010 1".6 859 115.4 1010 12T2 842 1D1.0 1010 114.7 828 89.8 1010 105.E80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 Se5 1010 87.7 789 ANCHOR CAPACITY TABLE. rx 761n 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 781 85.9 908 96.2 749 7&3 906 88.2 68.7 906 82.3 729 57.3 906 74.7 716 49.1 906 71.2 710 42.9 906 70.8 708 2 78 in 12TI 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 79A 861 88.5 713 70.6 861r26.2 63.6 861 75.4 694 53.0 861 W1 681 454 675 39.7 861 63.7 672 90 in 82.7 846 654 574 68.9 646 72.1 564 59A 646 62.9 554 517 646 56.1 545 46.0 646 41 4 646 476 530 34.5 646 41.5 519 29.5 611 25.9 646 36.5 507 96 in 88.2 568 70.1 508 56.8 568 59.1 499 4&7 568 51.4 491 42.6 568 45.8 483 37.9 568 34.1 560 38.1 470 28.4 568 33.4 459 24.3 452 21.3 568 28.7 447 106 in 47.9 449 48.9 405 39.9 M9 41.2 399 34.2 4!9 35.7 393 29.9 449 31.7 387 26.8 /49 23.9 419 26.1 377 20.0 449 22.7 368 17.1 t8N6164.5 361 15.0 /49 18,9 356 111 in 4l.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 22.1 425 24.0 358 18.4 425 20.7 350 15.8 343 1201n 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 17.5 364 18.7 309 144 in 20.2 253 -4 233 16.8 253 17.1 230 TARI F 1Rn Substrate: 2.7k Concrete A Concrete 3.5k C.- Hollow CMU I Filled CMU PT Wood Metal Anchor Capacity Anchor Type' 3116" Elea UII.c.. 1/4' El.. UR2con 3116" DeWaft Ullmcona 1/4" DeWall Ullmcon+ 5116' Elce Ultracon 3116" Elco Unnecen 1/4' Be. Wracon 3116' DaW.It Ultracorw 1/4" De Walt Ultracon+ 1W SS Eleo AggreGator 5)1T Elco Ulaacon 1/4" SS Elce AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 2-7l7 1' 2-112" 1' 2-1l7' 1' 2-117 31W 1' 2-i/7 1" 1111 1- 1112' 1' 2-1/7 2' 3-1/8" 2Y 0.49' 0.54" 0.324" Embadmerd(in). 1-314" 1-3/4" 1-3l4' 1314" 1-3/4" 1-3/4' 1.314" 1-3/4' 7 1-1/4" 1-1/4' 1-1/4' 1-1/4' 1-1/4` 1-1/4" 1-1/4' 1-IA' 1-1/4" 2" 1-3/8' 1-3/8' vanea 2 Anchors @ 5" Min. O.C. / (2) 2z5 Angle Clips / (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 8901bs 3101D4 631 Ibs 220 lbs 8701bs 17001bs 2701bs 280 Its 354 Ibs 740lbs 230lbs 370 Ibs 320 Ibs 58016s 720 Ibs 946 Ibs 341 Ibs 442 lbs 56010s 4 Anchors Q 3.5" Min. O.C. / (2) 2s5 Angle Clips! (Fig. 2): 7801bs 7801bs 790 Ibs 16701bs 6201bs 1260Ibs 440Ibs 17401bs 252516s SOO Ibs 5601bs N/A 1120lbs 4601bs 74016s 640lbs 11601bs �.. 880lbs 18921bs 682 lbs 885 lbs 1120 Ica 6 Anchors Q 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3% 11201M 11201bs 958Ibs 2246 lbe 9301bs 78901bs 6481bs 25%ft 22541ba NIA 840105 N!A 1159lbs 6461bs 1110 lbs 879 lbs 16781b5 13. 1bs WA 10221bs 13271bs 168016e PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1: 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. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. • • • • •• ••• • • • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOa6CALE. FOWEXACTeIMBNSIONSPSEf SHEETS 21-23. • • • • • • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIdM1,15 SH6WNON6HMT5 21-23. .125"QBAY ��`� C,Y �• .' �t� &J,3 - = FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAT40NS.• • F • • f • • • • • • •• ••s, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROU7-FILLED No, 50705 ` FIGURE 3: 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-T5 AND BE A MINIMUM OF .126' -'7 Ll! - = !C •' ,-,// V 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 E•F L SHALL EXTEN AT L 3SCRENjftAn!YOND VAYj3E 411 '51pp F .. c,�F,.3 p, . • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD S7� I 1&8 yS. aR 41 .S. ! s G� • • • • •• • • • • \ Si � w `^ On/r1'- ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • • • • • • • • �'// `.\� A. LYi44 fJIILL��t, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j--� [--.125" II STANDARD CLIP 2 000" 6063-T6 ALUM. X-SECTION r.125" 5.500"� .375" 3.125"-i CUT HERETO .375" CREATE F-CLIP, SEE MIN. MIN. DETAIL F, SHEET4 r r I I I I i Jq STANDARD CLIP 6063-T6 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 + 1/16". .375" MIN. 5.500" .375" MIN. ------------------------� I I I I I I I I B I i I I i D I I C OFFSET CLIP 125" ITOPVIEW 6063-TB ALUM. .740"-1 {--{ )---.125" I 2,125" U-CLIP I 6063-T6 ALUM. X-SECTION 125"' --1 .740' 1-- .338" MIN. A U-CLIP 6063-T6 ALUM. TOPVIEW Z NTEROF ANCHOR LE MUST LIETHIN THE DASHED BOUNDARY, SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". TABLE B ---1 1.000" r" v x� a r 1.266"--I iy $ 125" a 2.750" .125" 3.125" 125" 3.188" 125" u� 2.116" N 265" o 125" (n hN a 500" r ZO } i - .900" T 1"X 2.75"X.650"MULLION 1"X 1125"X.5"MULLION 1,25"X 3.188"X.266'MULLION 1.26"X2.11"X.125"MULLION � v 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. Q o X-SECTION X-SECTION X-SECTION X-SECTION Wf� O Al cMo --{ F--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000„ X-SECTION L 125" i-5.0001- -{ I .375" ------------- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1116". Mull Dimension (sheet#) PGT Part# Mullion I Std. Clip Offset Clip "lip Angle Clip 1" X2" X.125"(5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M P' X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) • 6W308• di 9i6 y 11 A 666246M 666514M 1"X3.125"X.51ii •6607i 1 11W 666242M 666515M 1.25" X3.188" Xs.765" (y2 • 66641• Wf11 666241M 666516M 1.26" X2.11" X.125" (18) 1 69370 N/A I N/A WA 666517M NOTES' 1) HOLES TO BE DRILLED IN THE Fli F:LLOVVIIQG DIMEISI(VAL ISTRICTIONS GIVENON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUQGES'iTEp, AWROXiMATEjiOLEiQCAI*ONS &NCHf=F40.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE A Dimension Value (in) For Mullion: A 1.625 1" X2" X.125" Aluminum Tube Muliion B 2.654 C 0.895 D 0.740 A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.76'" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1"X2.75"X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2000. V X 3.125" X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.625 1.25" X 3.188" X.265" Alum 1 Tube Mull B 3.262 C 0.862 D 1.762 1.26" X2.11" X A 1.813 .121" Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control •01k 1.111 ,,//., L) VA/�,"'�;. .. ST.' T OF (� A. LYNN MILLER, P.E. FL P.E.# 58705 111 •11 I i j � III i i 1.25" X 3.25" X .100" 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2.fi61" 1.377"� .125" 1. I \ 125" 125" 30" 3.250'45" BAY MULLIO 30` BAY MULLION 6063-T6 ALUM. 6063-T6 ALUM. I X-SECTION X-SECTION .385" .375" '- 1"X4"X.375" T'-MULLION 6063-T6 ALUM. X-SECTION 1.250" 3.94" 100" 1 624" --I .820" F- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION 740" -_ rt I 125" j 125STANDARD CLIP 6063-T6 ALUM. X-SECTION 2.125" U-CLIP 6063-T6 ALUM. 126' X-SECTION 125" 5,500" 3.125" CUTHERETO r 75, .375" --�CREATE F-CLIP, SEE L MIN. DETAIL F, SHEET ! I I 1 ! ! I I I I I I I I I I I I I I 1 I I I I \F I I I I I I I I I I I i I I 125•• 1 .3N. MIN. I `L STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/i 6". I I I I 1�3/25ZO 2.250" I11 d L 1 .228„J-.981 .228„J 375" ---- I I I I I 1 I I I I 1 I I I H I TABLE D •I• O • OF.J4.T 111a is • •• 6063-T6 ALUM. TOPVIEW N ®9§ -'1 1-.125" c ss Ir ice R 2,000" 2X5 ANGLE CLIP 6063-T6 ALUM. N X-SECTION ,125" 0 L J yN z CENTER OF ANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". .375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 ¢ _ FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". U-CLIP 6063-T6 ALUM. TOPVIEW TARI F r. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • a • • • .9. • : • • ` • I 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • % • • • • a • • •s 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • Dimension Value (in) For Mullion: F 3.687 1" X4" X .125" G 1.000 H 2.680 Aluminum 1 3.000 Tube Mullion F 3.187 VX4"X G 0.757 Aluminum H 2.430 1 3.000 Tube 8 "T' F 2.250 1.25" X 3.25" G 0.750 X.100" Aluminum H 1.500 1 3.250 Tube Mullion .375" MIN. r--------- ---.375" c MIN. j 0 = Q CL J H 0 Z Z f¢ /n Q Z LL Q Of J FL J L_____________________I C) Z) TARI F C r.(-)NT Dimension Value (in) For Mullion: F G 1,938 0.500 L25"X3.25" X .624" Aluminum Tube Mullion H 1 1.438 3.250 F G 2.625 1.125 1.25" X 3.94" X.624" Aluminum Tube Mullion H 1 1.500 3.250 F 2.813 30" Ba Mull F 2.875 45. Sa Mull 2X5 ANGLECLIPmQ r 6063-T6 ALUM TOPVIEW PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control Mull Dimension (shoot#) PGT Part # Mullion Std. Clip OR•et Clip U-Gip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 666241M 666518M 1"X r' X.375" (11) 66610 666112M 6661123M M242M 66W19M 1" X4"X.376''T'(11) 66653 666112M 6661123M 666242M 666519M t25" X 325" X.100' (13) 20160120312 6661127M 6661124M 6662410M M65115M 4.3116"X3.25"X.624"(14) 2016920315 6661128M 6661125M 6662411M 6665116M .25" X3.84" X.624" (15) 20162 6661117M 6661126M 666241M 666517M • 300egree (19) 66649 NIA I NIA WA M5110M 45 Degree (20) 66650 N!A N!A WA 6665111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ,\111;!I II 1 i, O Sr.• •TE F G/u` A. LYNN P.E. FL P.E.# 58705 TART F F Mull Dimension (sheet#) PGT Part Mullion Std. Clip I U-Clip Angle Clip 2" X4" X.25" (16)1 66602 666261M 666271M 6665112M 2" X6" X.25" (17)1 66604 666262M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000" 4.000" .250"- 2" X 4" X .25" MULLION 6063-T6 ALUM. X-SECTION 250" 2" X 6" X .25" MULLION 6063-T6 ALUM. X-SECTION .375" MIN, --'1 r--.125„ STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION -.125" L 1.490 5.500"� CUT HERE TO 3.500"r .I� CREATE F-CLIP, L � _SEE DETAIL F, r SHEET4 .375' MIN r------- I I I I I I -I--- ----- I - - -- -- � I I I I I I -I- 3.4' I I I I I I I I I I I L- STANDARDCLIP I U-CLIP 2 125" 6063-T6 ALUM. 1 X-SECTION 125" I~1.490"� .375" I 3" + 3.438" I U-CLIP, 6063T6 ALUM. ry 11n u"ILI "111 L11 WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 1&17 FOR THE ANCHOR O.C. SED FOR 2' X 4" MULLION, SHEET' TOPVIEIN DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". CENTER OF ANCHOR HOLE MUST LIE WITHINTHE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. 5.509' CUT ERE TO DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". .375" MIN. 3.500" CREATE F-CIP, 1. 8EE DETAIL F, .375 MIN. Ce 1 Ce— �________ I I I I I I I I I I __ I I L_______ I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I • • • • •• 5. v • • STANDARD CLIP • • • 6063-T6 ALUM. • • • TOP VIEW • • • • 1 • I 375" I t 5.438" I • • • U-CLIP • • • • • 06063-A ALUM. • UiS-LU FOR�'•K 6" MULLISA SHEEt•1 g --r TOPVITT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• w• ••• • • • ••• • • 2X5 ANGLE CLIP 6063-T6 ALUM. 2 000" X-SECTION 125" 5.0001, 375" MIN. ----------------� I I I I I I I I I I I I 3.438" 1 _ I .375' I L_MIN. J 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063T6 ALUM. —WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 1 I I I I I I I 1 I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I L J 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW MIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control N0.58705 STAT OFCC7�\ S, ''" ZONAL E \ '//111 I I I I% I\ A. LYNN MILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. m NO ANCHORS IN HEAD 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 26, THE COLUMN USING a c� --- 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"' u DESIGN PRESSURE OF +%01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 4 \ z 3 r FENESTRATIOIJ ETAILS, 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 +/-58.3 PSF AND WOULD a PftoOucr•s STEELS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 oZ y C FROM TABLE 4A, SHEET 8, THE 1 " X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72^ OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION --- -------- LENT LENGTH - —� 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 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. Z W SEE 0 W DETAILS. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL _ SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -J 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a. v --- IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W 0—LU THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: In M Cn 32" 32^ F <O C - 4-Muu WDT� 636 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) g Z (60 PSF) X ( ) = 524.9 LBS OPENING WIDTH------ 72.7 PSF _ Z L) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A ;sC DESIGN PRESSURE OF+50.0/-55.0 PSF. J o i� �Z Q � O FOR THE VERTICAL MULLION: Z Q N N 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, Q Z DID Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL N v O wc EXAMPLE 2: MULTIPLE MULLIONS 16 MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W m o 0 SEE DETAILS, 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 Cr Q Y Y _ -MULL WIDTH --I f-- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. X Q Cr FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a W Z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .g "O s:C SEE SEE 32" FENESTRATION DETAILS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY 4 = A ASSUMED�- PRODUCT'S SHEETS . VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN ~ APPROVAL 2< THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). PRODUCT REVISED as complying with the Florida 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 Building Code VERTICAL CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 20-0406.03 MULLION ` - `- USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2026 LENGTH SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. P 8 DETAILS, DETAIL E, OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: BY - HEIGHT Miami -Dade Product Control FOR 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 HOftiZ. MULLION TYPE COULD BE CHOSEN, MULLION 72" 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHEETS 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 2J A � (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. • • 000 • • • • • • • ,�� n' I YIt1/ • • • • • • • • •• �p ,.....,. 36',ULL L.NIf & � 3S", HORIZ. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERT AL E IO U T E A HOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR LICE"' SF • l�� OPENING WIDTH FOR VERTICAL MULLL LH� ACAPACITY IS NCHOR TYPE S ABS2 STEEL SCREW.ANCHORS%RICH fSDREZTEj, A6D T�ERWFO6E SUITAj3 E, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE • • • • • • • • • • • • _ NO. 58705 ' FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: l' - +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO CMU; ,/Z v '' +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION OTTAr*Wr•TO THE VfRTICAL•AVLL10N (IM-1ERSEdIR�). a�'-, ATE OF (V THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TCRALL•OF THE MULLIONS.F<ORIOP, VERIFY THE DESIGN PRESSURE OF THE FENESTRATUN ♦RODUCfS US&PWITH S IhLLIC $YSTED.JHE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION � 'JAL ��G \\ PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBL*. FINAL DESIGN Pffj��NUR EQUIRES 'I1JCT THE�OTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MIL b \ P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICAATONS Ift RESPE�iIVE SUB TRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: i I I I PW I 1 / I I I --_i 1 0 III, z III SEMI LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED P IjI��Il II III LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: IN SGD tLHINGED ..• •• II PW PW LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION tr 0 M cD PW , (7 N o LLI Z U Z O O a .. cn "O cn r0 SHIDH °1� Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MULLION Miami -Dade Product Control NOTES: 1) DRAWINGS ARE RERESENTAT(ONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT `�\.rON. -. N1p, PW BE DETERMINED, USE RECTANGULAR LOADING. rC': No. 58705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. _ -O 41IA&EF S ATE i �S '•F�ORIOI'. '\�: O F • • • • LOADING OF VERNAL • • • • LOADING OF HORIZONTAL A/I� lI I MILLER, ALI LER, P.E. � • • MUL" • • • MULLION A. LYNN FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMDiADE MIAMI-DADE COUNTY Torino PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N ACCEPTANCE NOA www.miamidade.gov/economy kGT-4mditqries, Inc. 1070Technology Drive ��,�©��j1Z North Venice, FL 34275 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. • 9 • This product is approved as described herein, and has been designed to comply ivith•the Florida Building':* Code, including the High ri 511. 2 ne.- ---- _. • • ;. •.;. 000000 DESCRIPTI eries "HR7710A" Aluminum Horizontal Roller Window — L �� • APPROV DOCUMENT: Drawing No. 7710NOA-1 titled "Alumin or" Moller Install• �LM) ' sheets 1 throug f f9, dntUTDVTG7_18, prepared by manufacturer, signed and•sen4ed by A2 thony Lynn':". Miller, P.E., bearing the Miami -Dade County Pro >>c+—__ -ron+ ^ al st;A-A j' 1*h the' notice o. • . • Acceptance number and ap y e iami-Dade Cou PrRelsistant dn clion. • MISSILE IMPACT TG:Large and Small Missile Impact •LABELING: Each unit shrer s *me. %r logd, city, state; ....: model/series, and following statement: "Miami -Dade County Product Control ApprMed", unless• otherwise • ...0 noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. / /` � NOA No. 18-0627.01 i �..A - f1' piration Date: August 23, 2023 f� Approval Date: August 23, 2018 Page I. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 C. 0 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test ltg4.No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ctrtegd,.P.E. . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• * * • • 0 ; • • • : • 2) Uniform Static Air Pressure Test, Loading � FAC, TAS 202-94 �� 3) Water Resistance Test, per FBC, TAS 202-94... • . . ...... 4) Large Missile Impact Test per FBC, TAS 20t.994 5) Cyclic Wind Pressure Loading per FBC, TAS VN-94 • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and.`*M;02-94 along with marked -up drawings and installation diagram of an Uurhinum I"izontal sliding window, prepared by Fenestration Testing Laboratory, lnc.. �Fest ROpofrNo. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Lgb q�Edifion ATIONS Anchor verificatio calculations and structural analysis, complyi (2017), ted 06/18/18 and updated on 07/25/18, prepar signed and se d by Anthony Lynn Miller, P.E. Glazin mvlies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 Manuel er z, P.E. Product Contr1 E aminer NOA N 0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS • ...... . ...... 1. None. • •.•• .... . ..... ...... .... ..... • • • • .. .. .. . ...... ...... . . .. . ...... . . 00 .. . ...... 0000 E - 2 SERIES HR771OA IMPACT RESISTANT HORIZONTAL ROLLER WINDO 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) QUANTITIES INCLUDING SEE TABLES 12-14 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE D GIO INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST BE TEMPERED. _ 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE A 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS 76 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" OVERALL THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75" BUCK 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS SEE WEEPHOLE PER ASTM E1300. NOTES THIS SHEET B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. Pe 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FORANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, 10) REFERENCES. TEST REPORTS FTL 18-7891 & 18-7891.01, ELCO ULTRACON NOA. ELCO CRETEFLEX NOA, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Glass Ty OP Table Description (Listed from Exterior to Interior) X STD HD OX chor Table XO OX T HD # O 1 1/8"AN, 090" VB, 1/8" AN 2 - 176" HS 8 3 4 13/16" LIG. 1/8" AN CAP, AIRSPACE, 118" AN, .OW PVB, 11W AN 4 7 12 15 5 13/16" LIG. 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 7 12 15 6 13116" LIG'. 3116" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 3 9 12 16 7 13116" LIG: 3/16" TP CAP. AIRSPACE, 118" AN, 090" PVB, 1/8" AN 3 9 12 - 16 8 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 9 3/16" HS, 090" SG, 3/16" HIS 5 6 11 13 14 18 10 13/16" LIG. 1/8" AN CAP, AIRSPACE, 3/16" AN, 090" SG, 3/16" AN 5 6 10 17 11 13116 LIG: 118" TP CAP, AIRSPACE 3/16" AN 090 SG, 3/16" AN 5 6 10 17 12 13116' LIG' 1/8" AN CAP, AIRSPACE 1/8' HS 090" SG, 1/8" HS 5 6 11 18 13 .1 11 LIG: 1/6' TP CAP, AIRSPACE, 1/8" HIS, 090' SG, 1/8' HS 5 6 11 a 18 14 13/16 LIG: 111" AN CAP , AIRSPACE 1/8' HS 090" SG, V8" HS 5 6 11 18 15 13/16" LIG: 3/15" TP CAP, AIRSPACE, 118" HS, .090" SG. 1/8" HS 5 6 11 18 SG= KURARAY SENTRYGLAS" INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL' PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 23' 6 SASH VISIBLE LIGHT 34-3/8" SASH VISIBLE LIGHT MAX 1 C 63" OVERALL HEIGHT 62" BUCK HEIGHT 1 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE. LARGE &SMALL MISSILE 12" O.0 9" SEE TABLES 2-11 IMPACT RESISTANT USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. A 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE 69 YOUR WINDOWS DESIGN PRESSURE FROM TABLES FIXED 2-11. IT MUST EQUAL OR EXCEED THE DESIGN VISIBLE PRESSURE REQUIREMENT FOR THE LIGHT -, 22 112„ WINDOW OPENING OBTAINED IN STEP 1, O.C. 3) DETERMINE THE ANCHOR QUANTITY FROM 34-3!8" FIXED TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. B 9" MAX. (8-1l2" N E. DESIGN PRESSURE RATING DETERMINATION 75" BUCK WIDTH MAX. IS E SAME PROCESS FOR ALL FRAME TYPES " VERALL WIDTH - BUCK) (F ANGE, INTEGRAL FIN OR EQUAL LEG/BOX), KO LEVATION OX SIM. EEPHOLE NOTES 1) 1-518" X .300" WITH PLASTIC BAFFLE. S ALLOWED SHOWN 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 2-12" I O C 12" 0 C O.0 B I I 56" 56" SASH FIXED VISIBLE VISIBLE LIGHT '" LIGHT SASH VISIBLE LIGHT Ir+ 55-3/8" FIXED VISIBLE LIGHT 2-1/2" O.0 ` y., g WEEPHOLE NOTES, • 119" BUCK WIDTH THIS SHEET EF•T 17 FOR • • RILL WIDTH GIAL FIN • FANCHORAGE TYPE • • • • • TXOX NATION PACINe • • • • -•,FLApIGE • • AJAIIRMENSIONS ALLOWED OWN GENERAL NOTES .. 1 ELEVATIONS _. CODES ! STANDARDS USED: GLASS TYPES TABLE.... ._.1 1 • • • • • "17 FLORII9A9BUIRDIt CODE (FBC), 6TH EDITION DESIGN PRESSURES.._ __ 2-9 • • • • • • • • • • • • • • • • SASTM E130d'09 • #ANSI/e,F&P NDS-20; FOR WOOD CONSTRUCTION UNjiNUM ANCHOR QUANTITIES.. ...__10-14 INSTALLATION ! ANCHOR SPECS.......15-17 • • • • • • • WIGN "UAL, ADM-2015 /AISI S100-12a • EXTRUSION PROFILES ._............ ......... CORNER ASSEMBLY . 18 19 • • •AISC 360-10 PARTS LIST _...... ...._.............__.. _..19 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W (/J w ¢� WO O } » 0 O Q o v �h W O > a h Z O J O z 1, m b i7 W w O t- = IL U 1 o e� -j J " , . o W � a F aL no a Z a z O D_ W J JO C W w rn LL O ® rn D_ N U) u F O O-.,.. z 4 J 0 z O Y 0 W Z 2 Q ILI = QNY LYNN No. 58705 Off'. STATE OF Ft ORIDP,. ' S/C)NAL 1� G A. LYNN MILLER, PE P E # 58705 O-rail Width Glass Type: 1 n r Desigessure (Ibs or XO & X Windows Meeting Rail: Sta and 22-1/8" Opera Hgt. 1 37" Oyer I Hgt. 49" Overall Hgt 55" Overall Hgt. 3" Overall Hgt. 20" +65.0 -6 +65.0 - .0 +65.0 65.0 +65.0 65.0 +65.0 65.0 25" +65.0 -65. +65.0 -65. +65.0 -65.0 +65.0 .0 +65.0 -65.0 37" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65. 65.0 +65.0 65.0 49" +65.0 -65.0 +65.0 5.0 + -65.0 .0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 1 -65.0 +65.0 65.0 +65.0 -65.0 74" +65.0 -65.0 a +65.0 1 -65.0 +65.0 1 -65.0 +65.0 1 -65.0 +63.3 63.3 Ej,S 1 5i1 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/ftZ) for XO & OX Windows Meeting Rail: Standard 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 77" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 74" +65.0 -80.0 +65.0 -80.0 +65.0 E _80.0 +65.0 -80.0 +65.0 -72.2* NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - 1/8"AN GLASS 090" PVB - -118" AN GLASS 30; Ir) 112" NOM. GLASS BITE EXTERIOR - "-- i_ 174 32 GLASS TYPE 1 •_.-. - 1/8" HS GLASS 090" PVB .. _.--1/8"HS GLASS 30 F 24:�- N, 112" NOM. I' GLASS BITE EXTERIOR - a_ 74 a2 GLASS TYPE 2 13/16" NOM. _ _-• GLASS STACK AIRSPACE - 090"PVB 1/8"TEMPERED • 118"AN GLASS -...GLASS 31 '. �74 v FOR GLASS TYPES 2, 3.6 & 7 - -' 21A;0R2113; - vz"NOM. GLASS BITE EXTERIOR •• • i 3/i0131''�• •• - - • • 000 • • 0 GLASS 71PE 5 • ••• • ••• ••• ••• • • • • •• • • • • • • • • • •• •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" AN GLASS 090 PVB- -:-` :30; •. -3/16"ANGLASS GLASS BITE EXTERIOR � -- ---� 74` GLASS TYPE 3 f _^_ 13/16"NOM. GLASS STACK AIRSPACE W- .090" PVB 3116"AN OR TP GLASS it �; -''118" AN GLASS 31; . '74 21A OR,21 B 1/2'NOM. GLASS BITE EXTERIOR ` 70-73 33AOR;3313'. -- GLASS TYPE 6 (ANNEALED) GLASS TYPE 7-CTEMPERED) . 00 2 w z Z U) O �o o O y Lo >> O � O v zy � � Q O M a Z LL O y 0 LL z 12 2 J W O n = lLLU LU V o o� z ` J < w > rn o m d Z 0 Z Ir w J W J LL J F O ° w = O 1n = cn w d o o Z Z O J w = Q O NLGENS, �• `.. No. 58705 = 0.. WATOr� !V� '. FL,ORIDP.•'' Al �''Ss7GNAL ENG�� 1'/1/l1111111\ A. LYNN MILLER, P E. RE.K 58705 Overall Width Design Pressure (ibs/f2 Glass Type: 4 ) for XO & OX Windows Meeting Rail: Standard 22-118" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -8&0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65-0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 +65.0 -80.0 +65.0 -8&0 +65.0 -80.0 +65.0 -80.0 +65.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 A-80.61" 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 77.1 +64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (Ibs/42) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1-110.0 -110.0 +80.0 -11&0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* 67"' -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7* 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* '-I IU.0 I- UK ULASJ I TYtJ 9' IL, U, 14 h ID • GLASS TOPS B - 15• • MAY NOT BE WSED • WITH INT&QRAL F4N• • • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND • • • • EQUAL -LEG WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION IN • • • THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM, GLASS STACK AIRSPACE--.- --- - 090"PVB w 1/9" AN GLASS - -. • _-'118" AN GLASS r 31 74... < s€ me tyurgwlt0 d!s 7 21A:OR21B V2"NOM `"-`i F' GLASS BITEI J EXTERIOR -- i 70-73, _ 33AOR 33R - GLASS TYPE 4 _ 3/16" AN OR •�- HS GLASS '090, SG--- 3/16" AN OR 30 HS GLASS 23 1!2" NOM. GLASS BITE EXTERIOR �32 ;- GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) ^118" HS GLASS (74' 10 NOM. T• • • • i •'�. GLASS BITE • ZXTCF2IC� ♦�'{ 70 731 33A:OR 33B:, • G646S TYPE•12 FlMNEALED) GL2kSS TYP• (T 13 MPERED� •• • • • • •• •• •• 13/16" NOM. GLASS STACK /A AIRSPACE --^r - - -090" SG � 1 /8" AN OR _ TP GLASS 31'�-- • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13/16" NOM. GLASS STACK AIRSPACE 090" SG 1/8"AN OR _ _ •� TP GLASS -• - - %'3/16" AN GLASS (31' - (74: .21AOR21B �111' NOM. GLASS BITE EXTERIOR 70-73j 33AIOR 33B1 ' GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERS NO GLASS STACK AIRSPACE -1-_..•� 090"SG 3!16"AN OR _ TP GLASS - -- --1/8" HS GLASS 31 74' 21A OR 21B 1/2' NOM. m GLASS BITE EXTERIOR-- 70 73] 33AIOR,33B -- GLASS TYPE 14 (ANNEALEQ GLASS TYPE 15 (TEMPERED) co R LU ? w M (>qn > O ¢ O U) } U' cal z O O MV a Z O Z LL O Z LL W O = W J J r LU I. Z V �a LU > O a Z Z af LU J J LOU J m O rn IJ LU � ' F 0 O = w a o a o Z Z W (� U J W = Q 0 ONY LYMV �'��•'-ICEN"F'" .* No.58705 Qf �1 �0S S/PtI �. TATE OF J,�\ F<ORID P..' /////NAL III A LYNN MILLER,P E. RE# 58705 TABIF 6 Overall Width Glass Types: 8 thru 15 Design Pressure (lbs/ftz) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110 0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8" 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -105.8' 13116" NOM. r GLASS STACK 3/16"AN OR AIRSPACE -Iw •"�"�090" SG" HS GLASS 1/8" AN OR _ 090" SG _ 3116" AN OR TP GLASS _ 3/16 AN GLASS ' •� HS GLASS - •-- 30 (.74 . 1/2' NOM. 21AiQR�216-' 1/2 NOM. r GLASS BITE ` GLASS BITE EXTERIOR �- EXTERIOR -� 74 - 70-73: 32 33AOR 33B= GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) --i IU.0 FUR GLASS I YPES 6-13 G 15 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES _ 13/16' NOW GLASS STACK i AIRSPACE ,090" SG -- � h- -" 118"AN OR IM, TP GLASS - --1/B HS GLASS 31 74 yp i 1 21PyOR'216 ��y 1""NOM. �y GLASS BITE EXTERIOR 170 73' 33AOR:33Br GLASS TYPE 12 (ANNEALED) GLASS TYPE 13_(TEMPERED) • •• • • • • ••• • •• ••• •• • • • •• NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • • • • • • • • • • • • • WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • • • • • • • • TO DETERMINE THE WINDOW SIZE. • • • • • • •• • • • • • • • • • • •• •• •• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • 13/16" NOM. y GLASS STACK (1 AIRSPACE �• M-090"SG 3/16" AN OR _ •` TP GLASS '• _ 1/8" HS GLASS 31.;- -�74 21A OR 21 BI- ll 1/2• �NOM. 1.4 uu GLASS BITE EXTERIOR 'I 1 70-731 33A OR 336" GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED LU LU M rn 0 O o O Q V C z K O O M z Z 0 J O N LL Lu O Z mi = U o V V_o o� v n LU 00 sf x a J Q ow to pa' Z Z � J W -I ca 0, J Of¢ u O w v N x af O Z) = O w cr Q LL O I O Z_ Z w 0 r O J w = Q �pNY LYNN,, �. N0.58705 ��0� •. s7rAi��E�' ��, rS70NAL ECG '/1I 11II I 1 0 A. LYNN MILLER. P.E. RE.n 58705 verall Width Sash Configuration Sash Width Range (in) Design Pressure (lbs/ft2) for XOX Windows ess Tyes: 14, 5 M e Rail: Standard 21-1/8" Overall Hgt. +60.0 -60.0 29" Overall Hgt. +60.0 -60.0 37" Ovarall Hgt. +60.0 -60.0 49" Overall Hgt. +60.0 1 -60.0 55" O a gt. +6 .0 -60. VX Overall Hgt. +60.0 -60.0 44" 1/4-1/2-1/4 12.038 - 12.052 1/3-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60, 0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/4-1/2-1/4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +%0 -60.0 +60.0 -60.0 1/3-1/3-1/3 13.303 - 16,675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" 1/4-1/2-1/4 12.038 - 14,333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 +60.0 1 -60.0 61" �4-1/2-% 12.038 - 16.302 +60.0 -60.0 +%0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/31/31/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4_1/2-% 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 22,186 - 25.675 +60.0 -60.0 +60.0 -60.0 +6&0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4 1/2-%4 ** - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3-1/31/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60, 0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4_1/-1/4 - - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -%0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -%0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 %4 1/2-1,4 " - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 1091, custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 cus m .186 - .038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 + 0 6 . +52.5 -52.5 4 /z-1 a - 1.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +46.7 -48.7 " MIN. SANH WIDTH ((rMNGE WIND FALL WIDTH_ 57.924 S) = E 2 " MIN SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. .40 •• ••• •• • • • •• • • • • •• • • • • • • • • • •• •• •• ov • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 090" PVB- 1/8" AN GLASS rL • - --1 /8" AN G LASS 30 ' 112" NOM. GLASS BITE EXTERIOR - 1 74 " GLASS TYPE 1 13/16'. NOW GLASS STACK AIRSPACE--=-.• --_0901,PVB 1/8"AN GLASS --y 1/8" AN GLASS 31� III 741 21AOR21.E�- ;j 1Y 112"NOM. GLASS BITE EXTERIOR ' I �70-73? �33A/'OR 33R' - -" - - GLASS TYPE 4 13/16" NOM, GLASS STACK AIRSPACE •'!---090" PVB 1 /8" TP •' 118" AN GLASS �- "GLASS 31 74 `. 211�IOR 218'- >k.. 12" NOM. f r" GLASS BITE EXTERIOR- 70-73;. 33A OR 338: GLASS TYPE 5 00 Y W z I w o o N o U) 00 v �" co O a 0 J O Z LL c� J w O I = lL o Us Cl a� Z V i¢ Q o � H �zrn o z U W J W J m LL J < O W o xx = 0: O rn :- = � W a of o a, o z z J W = Q � ""11H Illiii/, No. 58705 S STATETE OF i FLORIDI`. \�\ % �ONP,L vN.. �/lill111111\ A. LYNN MILLER, P.E. P.E.# 58705 OM=rall Width Sash Configuration Sash Width Range (in) z Glass Types. 2, Design Pressure (Ibs/ft) f r XOX Windows Meetln al' Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall verall Hgt. 55" Overall Hgt. 3" Overall Hgt. �/4-1/2-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4-1y,-1Y, 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 11303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/4-1/2-1/4 12.038 - 14,333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/Z-'/ 12.038 - 20,052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-y3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-1/4 tz-25,302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25,303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4 1/2-1/4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1091, custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1/4-1/2_1/4 - 29,463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33,185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31.05 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80. +65.0 80.0 custom 133.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 " MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57,556 2 NO -TES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • •--1/8"HS GLASS .0901 PVB--_• •- - 1 /8" HS GLASS 24 III . 1/2' NOM. TERIOR 1 GLASS BITE 741 \;..32 j GLASS TYPE 2 _10 3116" AN GLASS 0901, PVB- ' 30 • '-- 3/16" AN GLASS 23 1/2" NOM. GLASS BITE EXTERIOR -' 74, 32 GLASS TYPE 3 �I LU = U)> h o U) U) }0 0 cN z ti O M U)Z Q O J ' p _ _j W CDO IL Z o U J 7 r C) U_ o Z00 xa J Q o UU >m Z z_ JJ J 0 W ED < F- rn 0 ® N K # x O U) = W U1 a C) O K o 0 Z Z O J W = Q O �� ' ��•''�V10EN�F No. 58705 SATE OF V J F(ORIOP.' S/OIV l A. LYNN MILLER P.E. P.E # 58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 6, 7 Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 21-1l8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4_1/2 '/,r 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3' 1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" �4-% 1/ 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/4-1/Z 1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/Z 1/ 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8&0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2 1/4 " - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-Y3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 97" custom 25.303 - 27.185 +65.0 -80.0 1 +65.0 '80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-y4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80.0 +65.0 -72.0 1/_1/3 1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/4 %-1/4 `• - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.513 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-y3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 1/4-1/2-1/4 - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .74.1A +65.0 -67.5B 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 7i0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556. 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. -80.0 FOR GLASS TYPE 7 • • • • • • • • e-75.0 FOR GLASS TYPE 7 •• ••• •• ••• • • ••• ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • 0 •• 0 • 13/16" NOM. GLASS STACK ,R',I II . AIRSPACE -= .V L- 090'PVB 3/16" AN OR hl TP GLASS '• --1 /8" AN GLASS ' I 31 74 '21AOR 219 112 NOM. GLASS BITE EXTERIOR `70-73: 33A10R:3313- GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) a0 Y j - O C) w > `o 00 U v zN O OJ c1.1 a _ Z z O LL W Z � = ry 00 F.W.- J W ' I- o Z ? W J W J W JGo O W r ® N K = O 03 5 = � W o a d z_ Z w � � J W = Q 0 \,%1111 l 11I1 oV LY/V/1;4 /1/ \,ICENSC'V/' Q �r i No.58705 Z. ' ? tIr ` ce SATE OF jv441; '4.ORIDN. ' N 7oNAL ",'III 1110, A LYNN MILLER. P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range m 9 2 Glass Types: 8, 10, 11 Design Pressure (IbS/ft) for XOX Windows Meeting Rail: Standard 21-118" Overall 11 29" Overall Hgt. 37" Overall 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/2-Y4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/4_% 12.038 - 13,302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /8" 1/4-1/2-Y4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .+80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4_y2-1/a 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/2_1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_y2_y4 - - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80-0 -110.0 +80.0 -110.0 +80.0 -102.3 1/4_1/2_1/4 -- - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 1/4_1/2_1/4 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28,303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/4-1/2 -1/4 "' - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/4-Y2 1/4 " - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 90.6 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH_- 57.556 2 NOTES: 11 OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• ••• go: • • • • go • • • ••• • • • • • • • • • ••• • • • ••• • ••• go • • ••• •• • •• • • • • • - 3/16" AN GLASS 090" SG- y • _.._ 301 3/16" AN GLASS 23 1/2"NOM GLASS BITE EXTERIOR - T} I 74. '32,'. .. GLASS TYPE 8 13/16" NOM. GLASS STACK I - AIRSPACE --': • -.090" SG 1/8" AN OR _ •. TP GLASS -• - 3/16"AN GLASS 31 74 I 21AIOR,21BJ' 1/2-NOM. _ ♦ �_,` GLASS BITE EXTERIOR -' 70-731 33A:OR 336 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES . W _ 00 `l !n 0 M 0 ❑ �� > to O p v _ � O z z� C) a� w r 056 J _ Z Hv- v a oLu - F z a Z z W J LU J m _rn w 0 F O 00 W F 0 O U) Lu _ '- � = w O z D z I'_ r w U 2 J 0 W r = Q ❑ 4 / �GNY'LYN• . \,10ENSF ems•' �\ No.58705� s, r77ATE1 F�ORIp S/0NAt E',G \ ////rllll ll\V1 A. LYNN MILLER. P.E. P E # 58705 TARI F 11 Oeerall Width Sash Configuration Sash Width Range (in) 9 ) n Pressure (Ibs/ft2) for XOX Windows Glass Types: 9, 12, 13, 14,15 Design Meeting Rail: Standard 21-1/8" Oeerall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4_1/2_1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 'I/4-1/2_1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" �4-Y2-% 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" �a-1/-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 1/2-Y4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %_7/_%q **-24,082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-11/ _ y4 *' - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 97" custom 25,303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 27.186 - 32,675 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_%-1/ ** - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_7/2_Y4 **-29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_7/2-1/4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31,053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -1-7.8 custom 33.186 - 38.222 +80.0 116.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL _WIDTH = 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. --I Iu.0 rvrc �is+aa I rrea a; -I �, 1s n 10 • • • • • • • • • WTBE USEDITrrTEGRAL f!jA" FIN FRAMES • • • • • •• • • • • • ••••• • • • • • • •l---3/16" HS GLASS '0901, SG - •_- - 3/16" HS GLASS 30' , \III 11" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE -.090" SG 118" AN OR __ •. TP GLASS - • _ -1/8' HS GLASS 31,' r, 74 21AOR 216--�1/2"NOM. r EXTERIOR ''��"11. GLASS BITE I 1 70-7Y 33NOR 33B1 ' GLASS TYPE 12 CANNEALED) GLASS TYPE 13 (TEMPERED) �I 13116" NOM. GLASS STACK AIRSPACE - =-_`.• - 090" SG 3/16" AN OR TP GLASS-'•--'1 /8" HS GLASS 31�74�', i21A)OR21B � 2' NOM.- \� H GLASS BITE EXTERIOR J 70-7�1 33A,IOR 3313 -/ GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED m 2 W i M w O a o O n O Cr O z 1,.1 n w� fn z O_jo z N v2 J w u �p U U_ o ©_ v OD F Z �a J F o W �rn ' rn � z o z - X W J w J m LL p F O 0 N W of °' u i � O � � = W w g w � � O J W = /1/11111 I11 /�// �oV LYN.N C10ENSF y� •: No. 58705 _ /�oT ATE O F oRIDP, � ' •� �. G, SIGNAL .r- '/1111111111\ A. LYNN MILLER, PE P. E # 58705 \-, TABLE 12: Anchor uantities XO & X Wind s Glass Types: Jr. 7 Mee g al: tand rd Overall Width 22-1/8" Overal gt. 37" Overall Hgt. 49" Overall gt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill a Head &Sill a Head & Sill � Head & Sill ead & Sill V E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 .; 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 1+C2+1 2 1+C2+1 3 1+C 1 3 1+C2+1 3 49' 1+C2+1 2 1+C2+1 2t 1+C2+1 3 +C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2a 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 131 +C3+1 3 74" 1+C2+1 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 ' 3 / ULAJ� I YYI:J 1, 4115 TCRI F 12- ��a J Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill @ Head &Sill @ Head &Sill 1-01 Head &Sill @ Head 17E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 , 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 21 2+C2+2 121 2+C2+2 131 2+C3+2 1 3 2+C3+2 4 TART F 1d ,1� GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 2+_C3+2 4 CLUSTER OF 2 ANCHORS ANCHORS 4ANCHORS 2 ANCHORS AT AT THE CENTERED ATTHE THE FIXED LITE IN THE SASH MEETING RAIL— JAMB 23" MAX. O.C. —� 9" MAX —+ 1 9" Max. 22-112" X MAX O.C. 17 '- - - MEETING RAIL REPEAT ANCHOR PATTERN AT SILL -12" MAX. O.C. 6" MAX. O.C. II T�i I - L�r 2-ANCHOR 3-ANCHOR CLUSTER DETAIL CLUSTER DETAIL 4" MAX. O.C. - Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt. 63" Overall H., 76" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill m Head & Sill E m 20" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 1+C2+1 • •I�2-41 • 4 25" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 1+C2+1 ' 3 1aC2% 37" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 1+C2+1 • S 1•C3t1 • 49" 1+C2+1 2 1+C2+1 2 12+C2+2 3 1+C2+1 3 1+C3+1 3 1+C3+ 4 1+C2+1 2 1+C2+1 2 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 EE 1+C2+1 2 2+C2+2 2 3 2+C3+2 3 2+C3w2• 2+c4-Q 2+C2+2 2 2+C2+2 21 3 2+C3+2 1 31 2+Ci+2• +CIt+2+ 19 I�.1r • •' • 4-ANCHOR • • • • CLUSTER DETAIL 7 NOTES- 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • �' TO DETERMINE THE WINDOW SIZE. • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Approved a: c ,plyi,eg w,4a Sh, F4 13 B d ,, C,u,4 xiU Ji � R W > � O > � ¢0 PO O O 004 zn O a0 1h a y z Z Q J P Z LL- W O a c=J r U V o a� J W Z 00 G Q O W ^> r a z o z J W m 11 0 O O } m N F- F_ z i Op a Q S` 0 O z 2 O O w O _ U Z 2 �11111111)l� No. 53'05 ' STATE S7ONAL - ` "rllllllll\". A. LYNN MILLER. P E P.E.# 58705 ••• •• •• • • • • • • TABLE 15 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 1.. 4. 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1f8" Overall Hgt. 29" Overall Hgt. 1 37" 0%erall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Owrall Hgt. Head & Sill a E Head & Sill n E Head &Sill a C Head &Sill n @ I Head &Sill n E Head &Sill a 44" 1/4-1/z-1/a 12.038 - 12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-%-1/3 12. 053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4 1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-1/3-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4 1/z?/a 12,038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4 1/2_1y4 12,038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/s-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/z 1/4 12,038 - 20,052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3--1/3 -/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/2_1/4 —-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3_1/3_1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2_1/4 " - 25.3 22 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4-1/2-1/a'' '- -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1091, custom 28,303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1 31 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1/a-1/2-1/a -31,038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1 31 1+C2+3+C2+1 3 1+C2+3+C2+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57_924 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLERUSTER OF2 CLUSTER OF2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTED AT THE _._ _- i CENTERED AT THE JAMB THE SASH 3ANCHORS AT MEETING RAIL MEETING RAIL �__ THE FIXED LITE � — • • • 22�IR7MAY. Off.' -- !1 ANCHOR AT • �M.R. • i a N.' • • • , — -. -- 12" MAX,, O.C. : i THE SASH •• •r• •� s r • • X y,. MAX O. • • • • • • • • • • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • • • • • • • • • • • • • •• • • • • • • • ••• ••••• • • • • • • 00 Y LU w O <� N 0 of O E' o 0 O 0 7 O V 0 m- n Z zo O ms J IL � F LU V is J Q c; LU F- w O m Ia_ O }}F = 0' O f- z Q x a O Q o 7 Z O r- _] x U M J Z = Q Q Tr i No. 58705 '- _ _ 4,- - = o '. '7 _ �s. �(ORIDP.. •'r�i�� 1111111 �\ A LYNN MILLER. P.E. P.E.# 58705 L FA TABLE 16 Owrall Width Sash Configuration Sash Width Range (in) Glass Types: 2 3, 6, 7 Anchor Quantities for XOX Windows al standard ZMIZ- 21-1/8" Overall Hgt 1 29" Overall Hgt. 37" 0%erall HgL 49" Overall Hgt. 5" Overall H t. 63" Oe rail Hgt. a Head &Sill E Head &Sill @ Head 8 Sill E Head &Sill E Head &Sill m Head 8 Sill 44" /a-1/z-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 '/3 12,053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" /a-�/2-1/4 12,038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/q?/2 �/q 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %--�/3 -/3 14.334-18,050 1+C2+1+C2+1 121 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" '/4-1/z-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /4-/2-%4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22,185 1+C2+1+C2+1 2 "I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3 1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/q_1/z 1/q -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-11&" custom 24.083-26,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3 1/a-Y3 26.186 - 31,048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/s-1/z-�/4 --25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-%3 27,186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/q -/2 1/4 " - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3 1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4 '/2-1/4 "" - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/ �/3 33.186 - 38,222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1 4_7/2 1/4 "-31.052 +C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 +C2+3+C2+1 +C3+3+C3+1 3 120" 3. - 85 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 +C2+3+C2+1 3 custom 31186-38.222 1+C2+2+C2+1 1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 5T556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABL WS: 2+3+C2+113. 1+C3+3+C3+1 3 CLUSTER OF CLUSTER OF .3 ANCHORS ;CHOR T ANCHORS ANCHORS IN THE CENTERED AT THE CENTERED AT THE 3 ANCHORS AT JAMB MEETING RAIL MEETING RAIL THE FIXED LITE �._ - __.. IANCHOR AT,i ! �• 12" MAX O.C. THE SASH 9" MAX. X O X ! i • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • •• ••• • ! : ••• • • C Y W ? N M (>n > .., O 0 h w CD co O v rn O J M a _ Z Z O p Z i J w 7 f = LLiLli co Z 1 a Q W i w 6 ) Z �' z w J W m rn LL O F- O N Q F- m N ~ o z = a o Z O U g T- o J Z = 11 "1'1' ;\ VGENSN F ' _ * No. 58705 s` s� O� . STATE OF (V \ ' .'tOR10 P.-'GN=� i �SS /ONAL IEN A, LVNN MILLER, P.E P.E.# 58705 1iil_1iYiil Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types8, 10, 11 Meeting Rail: Standard 21-118" Overall Hg1. 1 29" OA-rail Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. Head &Sill a Head & Sill _ a Head & Sill a Head & Sill a m Head & Sill a E Head & Sill n 44" /a-�/2-% 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/s-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �/a-7/2-�/4 12,038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1l8" �/4_1/2-�/4 12.038 - 14,333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-�/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" �/4-t/2-�/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303-20,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 %_%_'% 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 22A86 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 /a-1/2-�/4 `- - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24,083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/j 1/3-1/3 26,186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ya-y2-�/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 �/a-1/2-1/4 - -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 �/3-1/3 1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 �/4-1/z-1/4 " -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-518" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4-1/z-1/4 " - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.555 2 •• ••• • •• • • •• ••• NOTES_ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • 900 TO DETERMINE THE WINDOW SIZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • 6" MAX. O C GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: +C3+1 3 1+C3+3+C3+1 3 C2 +C3+1 3 1+C3+3+C3+1 3 11++3+C21+113 -----_ -- CLUSTER OF 2-. _ CLUSTER OF 2 3ANCHORS - ANCHORS ANCHORS 1 ANCHOR AT CENTERED AT THE _-- HOR _ !CENTERED AT THE IN THE • • • • THE SASH 3 ANCHORS AT JAMB MEETING RAIL MEETING RAIL - -- -- - • • • - - _ � THE FIXED LITE i •'� 2"�nAx. o c.I ANCHOR AT 12" MAX O.C. - THE SASH) X O Ix 9" MAX. • • • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 00 Y W ? ] O N �0 C5 U) } ul o> O Q O O M Z OLLo a Z v w o =U U U_ o o J J F � a Lu o Z o Z U J O W Q1 0) LL O 0, Cl) rn N F = O F z - _ a 0 o z 0O U J z 2 Q Q \\ �,1lii ilrrr / �` tvY LYwN �'o `jO.. . VICENSF N0. 58705 OT' SATE 11 /(ASS'. F40RID?. /, 'ONAL E A LYNN MILLER. PE P E # 58705 TABLE 18 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 9, 12, 13, 14, 15 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt 1 29" Overall Hgt. 1 37" Overall Hgt. 49" O�.erall Hgt. 55" O�,erall Hgt. 63" Overall Hgt. n Head & Sill m Head & Sill a m Head & Sill a E Head & Sill a m Head & Sill n m Head & Sill a m 44" '/a-1/2-�/q 12,038 - 12.052 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-1/s-% 12,053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a-1/2-�/q 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/4_1/2_1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3_1/3_1/3 14,334 - 18.050 1+C2+1+C2+1 121 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4_1/2_1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/31/31/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/q_1/2-1/q 12.038 - 20,052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20,053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/31/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4 1/2-1/4 -24,082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/q-1/2_1/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3_7/3 27. 186-32,675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/q?/2_1/4 - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30,185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 % 1/3_1/3 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/2_1/4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3 1/31/3 31186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/2_1/4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 12- custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+ custom 33.186-38,222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+ " MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58,556_ 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH-57,556 2 •• ••• • •• •• ••• NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • TO DETERMINE THE WINDOW SIZE. • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 - C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 +C2+3+C2+1,:.3{ -_ I GUIDE TO USING ANCHOR QUANTITY CLUSTER OF CLUSTER OF - --- - _ 3 ANCHORS ' TABLES OR1(OjC ANCHORS ANCHORS N THE T,�L-- • ANCHOR AT CENTERED AT THE-----�- CENTERED AT THE YVII`W S• • • • THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB • • • 0 • • • —r--) THE FIXED LITE -- f_- - :'------- • • • • • • :2-1 /2t WX. O.C.' �- 1 ANCHOR AT • • • • • •� MAX - ► 12" MAX'O.0THE SASH �.— • ••• ••• ••• --_ �� 9-MAX. • • • • • • • --- MEETING RAIL- REPEAT ANCHOR PATTERN AT SILL •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ao Y W ? o U7) = w co> ao o US } `f) C0 N w IY Q O O a _ to Zo O�oo W Z U = U - UUo ©� FW Z V =¢ Q O E rn z rn O Z O W O W -1 J M u_ O F O � } v ® m N ~ E F- = o z 5 _ a Q o Z O o � g x w U � U J Z = Q Q ()NV LYNI .. < ,rt r No. 58705 O ' STATE OF .''4QRIDP... S O A LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ao Y W ? o U7) = w co> ao o US } `f) C0 N w IY Q O O a _ to Zo O�oo W Z U = U - UUo ©� FW Z V =¢ Q O E rn z rn O Z O W O W -1 J M u_ O F O � } v ® m N ~ E F- = o z 5 _ a Q o Z O o � g x w U � U J Z = Q Q ()NV LYNI .. < ,rt r No. 58705 O ' STATE OF .''4QRIDP... S O A LYNN MILLER, P.E. P.E.# 58705 ()NV LYNI .. < ,rt r No. 58705 O ' STATE OF .''4QRIDP... S O A LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM- �- EDGE DISTANCE - EMBEDMENT SEE TABLE NOTE B4O FOR -.- ` HEAD TYPE SASH VISIBLE 1/4" MAX - - EDIG LIGHT WIDTH SHIM EMBEDMENT DIST C TYP. ANCHOR TYPE, - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, , SEE TABLE 19. , 12" LENGTH, CENTERED 63 EXTERIOR OVERALL HEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU SEE NOTE 2, THIS SHEET. 1/4'MAX. SHIM FIX,ED VISIBLE (� aii�ew►n►►�►►n►;,L►►, aAS WIDTH 0r-At• •' 14" S IM ' fERlO EDGE _ DISTANCE DIRECTLY INTO CONCRETE'CMU. 14 15 zTYP. ANCHOR TYPE, EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 19 a NOTE B FOR HEAD TYPE HORIZONTAL SECTION A -A (SHOWN WITH I . GLAZING) VISIBLE LIGHT 11 HEIGHT 4 52 6" LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS. (P# 60). HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES VERALL HEIGHT IS ER 63"_ 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHEWINDOW. 2) MASONRY ANCHORS MAY40E USED INTO WOODIAS NER ♦ABLE • EM DMENT 19. ALL WOOD BUCKS LESS THAN 1-12" TACK AR&C, •yE • • CONSIDERED 1X INSTALLATIOft. iX W4" B'K2AR� • • OPTIONAL IF UNIT IS INSTALI EIR MREJXtT O IJV • GRRRjjjR��TJ, 0X WOOD BUCKS DEPICTED ASARE NP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, SEE TABLE 19. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORIP.. • • • • • • • • • 3) VISIBLE LIGHT WIDTH �R FtIGOALSO fEF��D TO:S • • EXTEERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. EMBEDMENT' EDGE I \ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 8 NOTE B FOR HEAD TYPE. -114" MAX. SHIM - Anchor Substrate Min. Edge Min. A) Distance Embedment BE Southern Pine (SG=0.55) 9116" Aluminum, 6063-T5 min. 318" ]i-3/8"SL F 318" • Steel Stud, Gr. 33 min. 0.045" (18 Gal $ one min. . - Y 1/4" 410 SS CreteFlez Ungrouted CIVIL, (ASTM C-90) 2-1/2" 1-1/4" AP Southern Pine (SG=0.55) 1" 1-3/8" C) • teel - Ultr,con Ungrouted CIVIL, (ASTM C-90) 2-1/2" 1-1l4" GF Southern Pine (SG=0.55) V 1-318" AF DAYLIGHT OPENING) IS A R FVM EADINC•TO BF•pPING. • • • • VERTICAL SECTION B-B 0 0 • • 0• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ANCHOREDTHROUGH FRAME INTO METAL NIN. OF 3 THREADS (OND THE METAL 3STRATE. JSE ONLY FLATHEAD HORS IN HEAD AND L. PAN/HEX/FLAT HEAD E IS ALLOWABLE FOR CHORS IN THE JAMBS. 'UNGROUTED CMU" IDES MAY BE USED FOR WTED CMU (CATIONS. A >pmved . acmpl}'iae wtth P �.0 P, Wingr =1av?P e'n i r .0"A 1 frL��l'�il 00 1 W ? 1n > w X p p O "> O Q ON z� O O M O Z WO Z LL O mx J � r U W. F LU J �< W oZ o Z W J W lL 0 O O m (Ifg m N # � W = O Z ~ = O Q O � Q O_ r O JCO Z Q \�11111111(��,' QtyY LY/VN M/N, .13 No.58705 - - O SATE A. LYNN MILLER, P.E. P.E.# 68705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. DIRECTLY INTO CONCRETE/CMU. �— 1!4" MAX. SHIM EDGE DISTANCE EMBEDMENT 114" MAX. - - - EDGE SHIM - EMBEDMENT DISTAANCE -- TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 12" LENGTH. CENTERED id-y III zD ABOVE SASH BUCK HEIGHT I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT I- 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P# 60). ONLY INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. +- IA" MAX. SHIM SASH 6 I ISIBLE EMBEDMENT LIGHTVWIDTH 12 1 17 EDGE DISTANCE _ FIXED VISIBLE LIGHT WIDTH �EXTER [OR �� 16 14 15 BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) • f v REQUIRED IF BUCK NOTES. \J HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -`--- --- __ ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE __ OFTHEWINDOW. 1/4" MAX. SHIM - - ' EMBEDMENT • • 000 • • • • • 2) MASONRY ANCHORS MI USED INfb ^O&AS ERIABCE20, ALL • CONSIDEREDD BUCKS 1X NSTALLAT O�N1X/ lfi CIS C�tJ O j j• OPTIONAL IF UNIT IS INSTA �IR �pTBO�I--T— • EXTERIOR Limes EDGE - . TYPANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY " DISTANCE EMBEDMENT AND EDGE TRANSFER STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, SEE TABLE 20 LOADS TO THE AND INSTALLATION IS THE RESPONSIBILITY OF=HE ENGJ46ER OR ARCHITECT OF RECORE. • • • • • ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. • • • • • • 3) VISIBLE LIGHT WIDTH�R:El4T (ALSQREFE*&D TgNS • • • DAYLIGHT OPENING) IS WEA6UR6D FOOM BEAMN•TO BWEING. • VERTICAL SECTION B-B 0 • • • • • EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 20 & NOTE B FOR HEAD TYPE. 1/4' MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH 1 FRAME INTO METAL JTYP ANCHOR TYPE EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. MIAMI-DADE APPROVED MULLION, FBC - COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR - HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Min. Edge Min . Anchor Substrate Distance Embedment • • Southern Pine (SG=0.55) 9/16" 1-3/8" I #12 Steel. 11" 410 Aluminum, 6063-T5 min. 3/8" OLD63" or OSS Screw A36 Steel 3/8" 0.063" t Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-318" • • • Concrete (min. 2,85 ksi) 1" 1-3/8" 1latOlcon UltAcon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" • Southern Pine (SG=0.55) ill 1-3/8" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANlHEX/FLATHEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ci °o Y LU w O cl j > o Ocn... O lY Q O O� d� Z Z OJo LL WtD z = U V o o F, d -I J r - FZv �a Or j , m Z O O Z V W J W J LL _1 O to ® m N # W O O O Z � O J Q Z \\\11llllllll//// V LYNN�/ `� Q� .r No.58705 _14, '� THTE((/ Cis '•F20RIDP.."\�� IINAL 11\ A. LYNN MILLER, P E. PE# 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. j(+- EMBEDMENT y EDGE DISTANCE — rEDGE DISTANCE -- EDGE DISTANCE EDGE I~ DISTANCE If-- 1/4" MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE 1/4" MAX SHIM —� TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. 35 FIXED VISIBLE I� LIGHT WIDTH 1_MAX. SHIM 12"LENGTGTH. CENTERED 63 EXTIE—IRIOR 7 � K 20 ABOVE SASH i6 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER BUCK WIDTH SUBSTRATE, SEE TABLE 21. HORIZONTAL SECTION A -A (SHOWN WITH I . GLAZING) it VISIBLE LIGHT 5 HEIGHT 52 50 114" MAX I� SHIM _ - EDGE EXTERIOR -�- --- 4 _EDGE DISTANCE —�-I EMBEDMENT— TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21, WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES TABLE 21- 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED O AB EMBEOM NRANO� D TAj E• • • • • • LIMITS A Y INSTALLAJION C�t;ON• • • • SHOWN !V BE US%WN&NY&DF•OF• 900 THE WINDOW • • • • • 000 • • • • • • • • • 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEVING. • • • • • • • • EXTERIOR V MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. EDGE DISTANCE "".MAX, SHIM Ir/171===_ INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. Anchor Substrate Min. Edge Distance Max. O.C. Min. Embedment 2011¢" x 113" Box Nail Southern Pine (SG=0. 55) 5/161, 5" 2-7/16" -1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8' 5" 2-7I16" 2-U2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" - x .145" Roofing Nail Southern Pine (SG=0.55) 318" 51, 2-7/16- #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS • • ••Screw Southern Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5/16, 5" 0.091, O.OSD" A36 Steel 5/16" 5" 0,0501, 0.045" (18 Ga) Steel Stud, Gr. 33 min. 1 5/16" 5" TO45" 3) ANGHOjt TO INSTALL•D V•THIN • y MIN. OF93 THREADS BEYOND THE METAL SUBSTRATE. 2-1/21113F MN (ODRNER.• • • • • •• •• • • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU z or Y M - W Q � o n > O O ow J M a O O ty Z C) (p ~ J W O o > J p a Z Z 0 JJ _Z Q LL J W O ® W N W F Z z O z x O Q O g � ¢ ¢O U Z J J Z r = Q �L�it1111 /I/ .• No. 58705 �� •. ST�TE OF !(7 / ONAt Illllllll� A. LYNN MILLER, P.E P.E # 58705 + 2,724" -� 1 A 8" �- + 2.112" `I' .987" + - I+ r 2 724" I II - 2.724" T 1 I _ I 2 560" 3.184" i 2 786' - 2.786" 1 2.786" J li= IT 062" fi 062" 082" 062" 062"- ' ' t `('•HEAD, FLANGE FRAME "' HEAD, INTEGRAL !z; FIN FRAME ---HEAD,EQUAL a; ---JAMB. FLANGE a- _,-JAMB. INTEGRAL %5: ""• JAMB, EQUAL LEG e; _. -. = LEG FRAME _.- FRAME .5 FIN FRAME -_- FRAME -•.-_. 2.724" . -_ +'. 2.724" --._ r _- - 2.724" -� 1,246" +-- _ 040" t 1_513" � 723.• 3.151" if --�. 808' -�- 875' 3,651" ._ 3.908.' 4.276" --,INSTALLATION n19 -- ` WINDLOAD ADAPTER .06 -- HOLE COVER -� 062"-JLIr 1.415" 1446" � .._ 9- SILL, EQUAL LEG FRAME - - ^� c 7� 1. Ij�` ,1 518" SILL, FLANGE FRAME 10! SILL ADAPTER - _710" ° `--�I _- 2.211" ► .062" r J �. -� 2.105" SILL, INTEGRAL 040" B'FIN FRAME j' T + 2.211 - -ie}BILL TRACK --- 2o; ANTI -LIFT CLIP -062" + 2.149" �- 1.300" +- L603" t<� ��1 Il .-° �I 630" .464" --�- _ r I, - _�-__•, -360" 2:273.. _� r ' 062 1.136" t 1.138 y I .797" 798., - 1.300" _ r 062" � .100" Ij 170" -- .120 1' .070" III-•-- .065' �I-�-_. - SASH TOP 8 •, 11 .. SASH PULL RAIL - tz SASH LOCK RAIL (13. BOTTOM RAIL ; 14 , HD MEETING RAIL •15 - - -. STD MEETING RAIL :16! SCREEN ADAPTER z,A'- IG BEAD :21e1 IG SNAP BEAD .. ... Ir- A50" r .045" L - .492"jr, 612" n 706" BEAD . 241 5116" BEAD TABLE 22 MATERIAL PROPERTIES USED Material Mil. F. MinF" Steel Screw 92 ksi 120 ksi I" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltmCorc9 410 SS Elco CmteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063.T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stutl 33 ksi 45 ksi • • • • • • • 11-MELT • • ALUMINUM DESICCANT FILL • �ILICQNE• • • • •gLgy,'i� - i� POLYISOBUTYLENE i REINFORCEMENT ?I SEAL STRUCTURAL •�- • "�r' • • • • • • • • 5/16" NOM. POLYISO- 1b" PbM • • • • • • • �3/16" NOM.�x " SILICONE BUTYLENE WTH� • �' • • • • STRUCTU4L • • BUTYL 8 '+ 5/16" NOM SEAL DESICCANT 1 SILICONE DESICCANT ROLL -FORMED STAINLESS STEEL FOAM WITH FOAM DESICCANT EXT_ GLASS -� EXT•�SS-�_ EXT GLASS-o'!r'EXTGLASS-- • • •• • • • • • • . '�' � .,. •DINT GL �55 = INT. GLASS �14T. GLASS " INT. GLASS 1'70 jCOEbSP4CE • • • • •• 0_1 S;F'ER SPACER® " -' DURASEAO XL EDGET" :72- MSC•iP9k • • NT•`" • • 'SPACER ,73/SPACER o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • W (Yj) s O O o> O r Q 0 N oA �� z O LL p ° Z _ W = LLI o 7 UU_o ©` HZ coxa Q O W -- � p a Z o Z J U. O O ® N F O-,. Z O O � g � O J X = Q W \\11111 I: 111"// \ r3NY LYNN ". ��•' \-ICENS 1¢ : No. 58705:� 7f - ' Q 7��dj� = ��'• S ATE Op A. LYNN MILLER, P E. P E # 58705 TABLE 23 Item# Part# Description Material 1 624038 Head, Flange Frame Alum 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Fmme Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063-TB 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 6240G6 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum_ 6005A-T61 16 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Cower Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-T5 19 624042 Sill Track Alum. 6063-T6 20 624015 Anti -Lift Clip Alum, 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 23 624026 7116" Lami Glaz- Bead Alum. 6063-T6 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/4" X 1" Neoprene 33A 71715K Lami IG Setting Block 118' x 3/4" x 1-1114" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Znc 36 71298 Weep Hole Cowr Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x _170", Fin Seal @ Sash 51 Weatherstrip, .187"' x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 1 Aluminum Screen with Fiberglass Mesh Vanes 70 - Kommeding Kodispace 4SG TIPS heet See for forMate ials - Quanex Super Spacer nXr �72 - Quanex Curaseal Spac18 - Cardirel Edge Spacer - Dow 791, 899 or GE 7700 Backbeddi rig Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) • • • • • • • • 39 INTERIOR NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY ep{aroeed sa ca�.^2Y:cg wl� 9Pm Nls�i 7ksde'�Re j — o Q o coO r r elfU N z� O a0 O r a � _ z Zo O_j� m2 J = w o� n U U o o� LU Z 00 F J W �¢ H p a Z z o J J LL rnJO F O W N O u Of IY = O W r = Z O o O Z ti r g w � � O = Q m Js \ OtAY LY/V7y `Z? . UCENSF i No. 58705 _ 0 2� *- 7D c, — / 4t GT STATE OF F ZORIDPI ' /O/VAL V NG A. LYNN MILLER. PE P.E.# 58705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N OF ACCEPTANCE NOA www.miamidade.gov/economy alum Corp oratio 7040 N. W. 77 Terrace C' V V ✓�� Miami, FL 33166 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein si ed to comply with the Florida Building Code, including the High Velo DESCRIPTIO • eries 100 Outswing Aluminum Doors w/wo Sidelites - Impact APPROVAL MENT: Drawing No.W13-03, Rev E, titled " um Swing Door w/ Sidelites", sheets I through 10 of 10 (inclusive 3.1, 7.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised 04/16/18, signed and sealed by Javad Ahmad, P.E., K a ' iami-Dade o roduct Control Revision st"p Uith the • • • • • Notice of Acceptance number an anon date by the Miami -Dade County uct Co�ltroj'Sectiori • • MISSILE IMPAC IN arge an issile Impact Resistant • • • • • • . . see:* Limitations: ' • • • ..i••• ...... 1. See DP tables for X or XX in sheet oor w st elites (w/wo reinforcement) in sheet Ae Cce Sing e6 �A-Iite ' (standalone) DP capacity in sheet 3. • • • • • • • • • 2. See allowable mulled configuration in sheet 3.1, not to exceed (5) panels w/ max two nMtd":1delit(0":'. • • • • • • 3. Max door leaf width mulled with sidelites in sheet 3.1, shall not exceed = 36-7/8". See'dct"e panel 4--point • • • , • ..s • •... • locking or active panel dead lock w/ manual bolts option in sheet 4. . • • so**** � • s• 4. Glass liter wider than 36" shall have two setting blocks per FBC requirements. • • ' •.' • •sesss LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aptle*tjps and • following statement: "Miami -Dade County Product Control Approved", 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 #15-0706.03 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 Jorge M. Plasencia, P.E. .3 NOA No. 18-0122.18 MIAMFDADE COUNTY xpiration Date: July 04, 2023 f Approval Date: May 24, 2018 Page I Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA #13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 12/11/15, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on.: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #13-0219.07) 6:0 .06000 • • • • • • C. CALCULAT 1. c or ven i ation calculations and structural analysis, comp*ing with FBC�2014, 5tn edition, p pared by Al-Farooq Corporation, dated 06/19/1,5•z d 2/11Y15pligned :See** and Seale y Javad Ahmad, P.E. 2. azing complies w/ ASTME-1300-09 �•"• D. QUALITY ASSURANCE ` • • • • 1. Miami Dade Department of Regulatory and Economic Resources �(RtR). , •. • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite ® PVB Glass Interlayer", dated 06/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlayers", expiring on 05/21/16. rge M. Plasencia, P.E. ProductControl Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 E -l Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 06/20/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100" Aluminum Outswing Doors w/wo Sidelites — Impact, approved on 07/04/13 and expiring on 07/04/18. 2. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-03, Rev E, titled "Series-100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1 and 7.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 04/16/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCUL � • • • • 1. chor verification alculations and structural analysis, comTll i g with.j;BC 6th • Edition (2017), pr ared by Al—Farooq Corporation, dated .��1 • 18 and revised• ... • 04/20/18, sign nd sealed by Javad Ahmad, P. E. ..: D. QUA Y ASSURANCE ..:..' 1. Miami Dade Department of Regulatory and Economic Resourcgj jR). • • • • • E. MATERIAL CERTIFICATIONS : • • • ' • • .. . .... ...... 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their . • "Sentry Glas ® (Clear and White) Interlayer", expiring on 07/04/2023. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. rge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 E-2 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 12/19/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0706.03, expiring on 07/04/18. .... ...... .. . .... ...... orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 E - 3 39 5/8" MAX. DOOR FRAME W 11` 4' MAX. MAX. HEAD/SILL HEAD A SILL CORNERS _ I I / I II / I / I II I IT II I m a s n a / d POINT LOCK OPTION n w i ' ( SEE SHEET 4 \ II I -= R --- \ I I I �I I - ACTIVE \I'. m 'l �m m � 28' � D.L. OPG. 36 7/WIe" LEAF DTH (:7�TYPICAL ELEVATION ( X ) TABLE 1 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMNATED GLASS FRAME LEAF 39-5/e" 36-7/8" 98" 65.0 80.0 7C MAX. FRAME WIDTH II / II II 7/ - g _._U u a / DEAD BOLT LOCK OPTION i n � IJ ( SEE SHEET 4 II \ /� --R---Z_ \ I/ \ / I ll I I I l li I � 36 7/8" �(7) ANCHORS AT STILE END EAF WIDTH AT 3" O.C. DOOR OPTIONS TAHIR. 2 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME 76" � 36-7/8" 98- 65.0 80.0 (5) RS AT STILES NO PRODUCT REVISED as complying with the Florida �V AT 3" O.C. Building Code NCA-No. 18-0122.18 Expiration Date 07/04/2023 m y m SURFACE APPLIED 0 Fr n n - FALSE MUNTINS MAY BE USED By _ — -- Mi>Tmi de Product Control H 2 ? N Q LL � 0 vq N W G 1- LL 0 M, ac-m o ao O N O N Q W j t y Z V _ o DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.] JemQ�+ Q w m F F SHUTTERS REQUIRED. SERIES 100 1NUM FRENCH DOOR YV SIDELITES .�m PRIES APPUE TO SINGLE (X) OUBLE (XX) L F DOORS a OR WITHOUT 5iur*+.r•'-�� N SI LITES CAN BE ON ONE OR BOTH SIDES OF Do S TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES a OZ w SHEET 1. Z, U 4 SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. a - SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON O w SHEET 4. 3 1, - - THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION `� O n PACITY TABLE WILL APPLY TO ENTIRE SYSTEM. �ssz U M < o THI PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ml REQ IREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE \ - w 'IRE HIGH VELOCITY HURRICANE ZONE HVHZ . 1BY OR 2BY WCOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE O DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS-- -~, T I TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE u u C MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. ° c o 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE a 9 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Q THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY r m m OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRA11ON RESISTANCE ETC. • .10 • • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • • • AND TO BE REVIEWED BY BUILDING OFFICIAL. COMPLIANCE WITH EGRESS REQUIREMEII% T6_B1__ lV1 iD•9: �yllnlii111j c4� _--' BLDG. OFFICIAL PER FBC, AS APPLICABL • • � • • • • • �J` ®°�� Y77 n _ • • i NOTE: • • • • • • • • • ,• �\ ��;..00 s •-;�® o FLUSH BOLTS AND LOCKS MUST BE • • ENGAGED TO HEAD AND SILL DURING ' PERIODS OF HURRICANE WARNING. a 0692 - DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" - e NOTE: • • • • • • • • • • • DOOR 6E6F• WIQTLi•(X DOORS) = FRAME WIDTH - 2.750" _ 2018 GLASS CAPACITIES ON THIS SHEET ARE • • • • • • DOOR LRI,F WIDTji (XX DOORS) _ (FRAME WIDTH - 2.250")/2 �� • • • • � ®'•. 3T E OF drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • D.L.O. HLPIGHT FRAME HEIGHT - 12,210" '�< 10P,. •' 0�� AND FLORIDA BUILDING COMMISSION • •• D.L.O. vt H (X•DOORS) = FRAME WIDTH - 11.625" yQ ��? W13-03 DECLARATORY STATEMENT DCA05-DEC-219 • •• • D.L.O. H (X:DOORS) _ (FRAME WIDTH - 20")/2 sheet 1 of10 ••• • •• • • • •• •• PRODUCT REVISED =to 5 ANCHORS (6) ANCHORS AT as complying with the Florida AT DOOR MULLION /i—AT STILES END Building Code .�� FRAME HEAD 201 1/4' / AT 3" O.C. NOA-No 18 0122 18 41 3/4- / 76" 41 3/4" 41 3/4" Expiration Date 07/D4/2023 Q M W / 6 ANCHORS y Q W t SIDELITE WIDTH SIDELITE WIDTH _ SIDELITE WIDTH DOOR FRAME WIDTH AT SIDELITE MULLION B a 5 n '. FRAME HEAD Mia �-Da Product Control � O o ` c o 3 ��.{ 3 6" / Q N In o 4" MAX f+• i TYR �\ ttP 1 O Q -i -_ _. J l F� I 4 CORNERS ---�-- I r I -- pacog / W 7 I, Q m N_ o SURFACE APPLIED � � S � -FALSE MUNITINS J Q J MAY BE USED Q w N 2e F L o O W In .L z LJ N 01, / o _jz�'- m —.. o-n ACTIVE .`'�� /,'�� INACTIVE - _ I_- p o Q 11"m w O G� p� MAX. �IQz L \J \ HEAD / SILL 38 5/e" 28" 38 1/4" J8 1/2" w Ali {�------ - (7) ANCHORS'--D.L. OPC, D.L. OPG. t---��III ` D.L. OPG.---��IIV\ D.L. OPG. AT STILE END-/ \ AT 3" O.C. o 4 ANCHORS _11,11-FILE SIDELfTE () 5 ANCHORS �_ 70P & BOTTOM FRAME O LOW -PROFILE SIDELITE_) AT SIDELITE MULLION - AT DOOR MULLION- TOP & BOTi OM FRAME FRAME SILL a a al,a FRAME SILL m a p a p TYPICAL ELEVATION ( OXX00 ) _ NOTES: _ (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) 1. DOORS ARE VIEWED FROM OUTSIDE. m. 2. FRENCH DOORS WITHOUT INSECT SCREENS. SI_DEL`,E OPTiOIiS� ••• i i ••• `�<mU� J • • •• • • • e • `��11uulPif� �� GLASS D.L.O. DIMS. - o.70692 v o • • • • • .LO. HEIGHT (HIGH PROFILE SIDELITE) FRAME HEIGHT - 14.375" 2{l 201$ �` o s • • • [FLU. WID1f1� �OWPR•FILE SIDELITE) =FRAME WIDTH - 4.50" ^� —� • • • Q.L.O. WIDTH (SIDELIPE) = FRAME WIDTH - 4.875" �� •'•, S'1ATE OF �q/�` drawingno. • • • • •• • • • • • • '' 0. �'IEIGFiP DOOfij = FRAME HEIGHT - 12.250" ' 'O<OR1DA;.'•,�d �� W 3-03 • • • • • � _0. WIDTH•(CR DO") = FRAME WIDTH - 11.625° l��i��®®�� —� D.L.O. WIDTH•(XX DOORS) = (FRAME WIDTH - 20")/2 �7/lj II IIIt�� sheet 2 of J, TABLE 3 DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES STATIONARY PANEL (0) EXI.(+) INT.(-) 41 3/4 42 45 48 82 1/2 65.0 BO.0 64.6 79.5 60.3 74.2 56.5 69.6 41 3/4 42 45 48 84 65.0 80.0 64.6 79.5 60.3 74.2 --56:5 69.6- 41 3/4 42 45 SO 65.0 80.-0 64.6 ! 79.5 60.3 74.2 41 3/4 42 3/4 96 65.0 80.0 64.6 79.5 41 3/4 42 3/1, 98 55.0 80.0 63.5 78.1 42 3/4" FRAME WIDTH 4' MAX. HEADSILL CORNERS n J � o i G i1 HEAD SILL 38 1/4" D.L. OPG. HIGH PROFILE SIDELITE 7777 FRAME WIDTH TYPICAL ELEVATIONS ( O ) • • • ••• • • •• •• 42 3/4" LOW PROFILE SIDELITE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 _ Z Expiration Date 07/04/2023 m 0, -i' q w W By Miami��a roduct Control H Z� Q f � a `•� O W `Y�Y WN O U N n V OWe1 Cr0 o 0_aoo_+ 04�irc� V1 O e Q W 7 4 N Z la O f wM Q W 01 f F � o NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC- G � i I 7059245 - ITE OF E{,+� drawing no. TABLE 4 MU11JON/SIDELITE DESIGN LOAD CAPACITY - PSF SIDELITE FRAME HEIGHT INCHES DOOR FRAME WIDTH INCHES SIDELITE WIDTH INCHES SIDELITE TO SIDELITE SIDELITE TO DOOR W/0 REINF. E%T.(+) INT.(-) WITH REINF. EXT.(+)j INT.(-) 101 REINF. EXT.(+) INT.(-) WITH REINF. 82 1/2 39 5/8" (%) 76' (xx) 24 30 36 41 3/4 42 45 48 65.0 110.0 65.0 80.0 65.0 80.0 65.0 B0.0 65.0 80.0 65.0 80.0 85 0 ._ 80.0 65.0 80.0 55.0 800 65 0 80.0 65,0 80.0 65.0 _ 80.0 65.0 800 650 80.0 650 80.0 55.0 80.0 64.6 79.5 -- 64 6 79.5 64 6 79.5 74.2 64 6 60 3 79.5 t 74.2 60.3 56.5 74.2 60.3 74.2 60 7 69.6 Sfi.6 69.6 565 69.6 58.5 69.6 84 39 5/8" (X) 7s" (xx) 24 30 36 41 -3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80D 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.a 65.0 80.0 65.0 80.0 65.0 80.0 64.6 79.5 64.6 - 79.5 64.6 79.5 64.6 - 79.5 60.3 74.2 60.3__ 74.2 60 3 74.2 60 3 74.2 56.5 69.6 56.5 69.6 56.5 _ 56 5 - 69 6 90 39 5/8" (X) 76' (X%) 24 30 36 41 -3/4 42 45 65.0 800 65 0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65 0 80.0 65.0 78.0 6.0 80.0 65.0 78.9 65.0 80.0 65.0 65.0 80.0 65-0 �69.6 65.0 80.0 65.0 66.5 65.0 80.0 64.6 69.3 64.6 79.5 64.6 68.3 64.6 79.5 60.3 65.6 60.3 74.2 60.3 66.4 60.3 74.2 96 76" (XX) 24 30 36 41-3/4 42 65.0 80.0 61.0 80.0 65.0 1 69.7 65.0 80.0 65.0 76.0 65.0 j 80.0 64.1 1 64.1 65.0 80.0 64.5 64.5 65.0 80.0 59.6 59.6 65.0 80.0 --- 56.7 --- 56.7 65.0 80.0 - 56.1 - 56.1 65.0 80.0 56.5 1 56.5 64.6 79.5 56.0 56.0 64.6 79.5 9B 39 5/8" (%) 76" (XX) 24 30 36 41 -3/4 65.0 j 50.0 65.0 80.0 65.0 60.3 65.5 60.3 65.0 65.0 80.0 80_0 65.0 71.4 65.0 BO.O 60.5 60.5 55.0 1 80.0 56.0 56.0 65'0 800 532 53.2 65 0 80.0 52 7 52.7 65.0 80.0 39 5/8" I.AAY GI nri ITF (Xo) ( OX ) SIDELITE 76" MAX. Li w 3_ 39 5/8" 39 5/8" 39 5/8" 39 5/8' 1 )ELITE MAX. SIDELITE MAX SIDELITE SIDELITE MAX SIDEUTE MAX V IDTH i DOOR WIDTH 11 FRAME W' i H FRAMEDOOW WIDTH rt WIDTH R ME W WIDT RAVE W Lj i \ \ / (oxo) (ooxj (xox) �cz�� ry Q W z LL SIDELITE 76" MAX. SIDELITE SIDELITE SIDELITE 76" MAX. I: Z N r 0 WIDTH DOOR FRAME W. �. WIDTH DOOR FRAME W WIDTH r4ri \ .r E LA ::-J] L \ ( Oxx ( xxo INSTRUCTIONS: _USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDELITE AND SIDELITE MULUON CAPACITY FROM TABLE 4. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. q SELECT LOCK OPTION AND CORRESPONDtNG MAX. DESIGN LOAD FROM SHEET 4. REINFORCING • • • • • • • • • REIN•DROING • • AS REQD. • • • • • A• RF{}D. (1 �l / SEE CHART `, • •: : } : *SE* CFyRT! 0 C _ ( •• !do• • •• II I� � I I 39 8" X) DTH • A • if 39 5/8" (X) S10EUTE WI __ _ _SIDEUTE WIDTH 76 (X • w • SMEUTE•WIDTFI�I• 76" (xX) SIDELITE TO SIDELITE {PITH DOORS FRAME WIDTi� ! •_- + • • • DOOR FRAME WIDTH • _ RS SI_ALITE!" DOOR -- WIDTH WIDTH DOOR FRAME W. J • Q I- QWME�. -1 / \0 ,u � rL V / Z \ / O w v 0_ z 0 W ( OXXO) SIDELITE(xX00) �''�STILE END ~ m MULLIO SHEET ANCHOR ( OOXX) SEE OR 1 1 00 M SIDELITE 76' MAX. SIDELITE SIDELITE � � � J m H I s ( OXXOO ) MAX. 5 PANELS ¢ ( OOXXO ) NOTE: �o�N�mm GLASS CAPACITIES ON THIS SHEET ARE o 0 off! BASED ON ASTM E1300-09 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION w < DECLARATORY STATEMENT DCA05-DEC-219 111111ir o PRODUCT REVISED as comp)y"ng with the Florida - O. 7C592 _ Building Code =� �O�e NOA-No. 18-0722.18 U Expiration Date 07/04/2023 %�® •' STATE OF Sys draw'ng no By - �.�.. _ __ ••.FcoR1a?.••'*�® W13-03 Miami -Da Product Control s _) WIDTH DOOR FRAME W. WIDTH WIDTH / \ J / , J I \ z 0 W ( OXXO) SIDELITE(xX00) �''�STILE END ~ m MULLIO SHEET ANCHOR ( OOXX) SEE OR 1 1 00 M SIDELITE 76' MAX. SIDELITE SIDELITE � � � J m H I s ( OXXOO ) MAX. 5 PANELS ¢ ( OOXXO ) NOTE: �o�N�mm GLASS CAPACITIES ON THIS SHEET ARE o 0 off! BASED ON ASTM E1300-09 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION w < DECLARATORY STATEMENT DCA05-DEC-219 111111ir o PRODUCT REVISED as comp)y"ng with the Florida - O. 7C592 _ Building Code =� �O�e NOA-No. 18-0722.18 U Expiration Date 07/04/2023 %�® •' STATE OF Sys draw'ng no By - �.�.. _ __ ••.FcoR1a?.••'*�® W13-03 Miami -Da Product Control s _) WIDTH DOOR FRAME W. WIDTH WIDTH / \ J / , J I \ LOCK KOOPTIONS: ACE MOUNT DEAD BOLT LOC AT 44-3/4" FROM BOTTOM, KEY OPE D ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #10-32 X 2" OH MS (2) #8-32 X 1/2" FH MS LEVER TYPE METALLIC HANDLE AT 38-3/4- FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 1-1/4" PH MS. AND (2) #8-32 X 1/2" FH MS CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 11-1 /2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH ---------- -- -- #8-32 X 1/2" FH MS (2) SCREWS PER BOLT INACTIVE CONCEALED FLUSH BOLTS BY 'REGENT' NUALLY OPERATED LEVERS MOUNTED ON E fAOF LEAF STILE LOCATED AT 1 AND / 1- 2" AN87-1/2" FROM BOTTOM FAST TO LOCK STILE WITH #8-32 X 2- FH MS (2) PER BOLT 39 5/8"�76" I I A- VE \ I �.. ACTNE \i ( II/RACTIVE 1-- ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STILE WITH (2) #8-32 X 2" OH MS CENTER LOCK FASTENED TO LOCK STILE WITH (2) #12-24 X 1/4" FH MS INACTIVE LEAF: CONCEALED FLUSH -BOLTS BY 'REGENT'- - - --- -- - MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH #8-32 X 1/2- FH TC MS (2) SCREWS PER BOLT �39 5/�8" i I UA�TIV.E 3/16" HEAT STREN'D GLASS 7 3/16" HEAT STREN'D G 3/16' HEAT STREN'D GLASS .090" Interlayer 090" Interlayer 090" Interlayer Salle. Clear And Color Gla �By 'Eastman Chemical Co.' T. ifol PVB `By 'kuraray America, Inc.' -SentryGlos \ By 'Kuraray Americc, Inc.' \ `1 �3/16" HEAT STREN'D LASS 3/16" HEAT STREN'D GLASS r3/16" HEAT STREN'D GLASS SILICONE ! SILICONE SIUC E GE 28001 GE 2800 GE 28 0 SILICONE SWCONE SILICONE z w rGE 2600 i GE 2800 2i 21100 �m �¢m �m [.GE 00 19 W i w 19 i w 19 i GLASS TYPE 'G1' GLASS TYPE 'G2y • • • S14,9jS TYPE `G3' tGIAZ iNG OPT 0 • • i • 0 • 000 ••• • • • • • 00. if"ul70*3 3-1/2" X 7-5/8" X..122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40" O.C) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB wI AT 1/4 POINTS ON LTTES 29 WIDER THAN 36" ONLY GLAZING DETAIL AT SIDELITE PRODUCT REVISED as co 1 ing with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By _. ,�... -, U �U M o Z m m 3 0, z 19 G W h m Q P Z N a. w� a <. 1r 0 MFamf-Da roduct Control O W tv ^ u O y H V IL 0 N K m O a Q W m �Zm_� OF Jm< . Q wmi� f✓ 1 Z 310w a o ly z CL a w 0 "3 v 3 m o z w N 0 0 0 n � r .70592 - s: 1 TATE OF :.�� drawing no. W 33-03 L ANCHORS EDGE DIST. SEE SP ATIONS - :r -- FOR NG - THROW BOLT- `� 1 dONCREtC PENETRATION ONCRETEe �" d 23 N W CA\f _/ 5 III II II II II II I 22 1 TYPICAL ANCHORS -- SEE ELEVATIONS to FOR SPACING L�1 II II I II I li I I! I I: I I, �� II I 1 B ) �/ I Ii I 5 I I 23 I I WEEP LOTS v OPTI NAL a EDGE DIST. 1/2. MIN. I� THROW BOLT PENETRATION 2BY 1 W \ON M to \ON M o TYPICAL -l'PICAL ANCHORS ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING L0ODCKS AND METAL STRUCTURE NOTBY DORALUMSTAIN LOADS IMPOSED BY GLAZINGSYSTEMNSFER THEM TO THE BUILDING STRUCTURE. ANCRTYPICAL OSPACING /4" DI. _=rcsl, Fy=155 rcsp IN"MIN. PENETRATION INTO _WOOD (HEAD/JAMBS) ~ THRU 1BY�OR 2BY BUCKS INTO CONC. OR BL 1-1/4" MIN EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1 NTO CONCRETE OR BLOCKS 2" .IN. EMBED INTO CONCRETE H I 1-1/4" MIN. EMBED INTO CONC. OR GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) j (STEEL IN CONTACT WITH ALUM{NUM TO BE PLATED OR PAINTED) I I CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 2z INTO WOOD STRUCTURE = 1" MIN. 1i 6 F E• ••: : : ••• : : :•• INTO METAL STRUCTURE = 3/4" MIN. �IN • • • • • • • • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. ~ • • • • • • • • • • • • *CONCRETE HOLLOW/FILLEDAT HEAD, (LL OR TM3� 1 BLOCK AJJAMES f'm2 00PSI MIN. CONCRETE: ANCHORS MAY BE HEX OR FLAT HEAD. TYPICAL ANCHO S • • • • • • SEE EL EVATIO • • • • • • FOR SPACIN • • • • • • • • _ • • • • . • • a • • DOOR DETAILS • • • • • • • • • • • • METAL U {� Q o M o STRUCTURE '2 m 0 h m �V J a Q g ? N 0'0 a o a 0w=�`" U � x L D t 0/� U N h I V 0 YI el -- — — =�-=------- 0 a o a j MIAMI-DADE COUNTY APPROVED,'' 0 aapp CLIPPED MULLIONZ O n it SEE SEPARATE NOA II Q w LL n m- -O� � C= r E - v TYPICAL ANCHORS I SEE ELEVATIONS c FOR SPACING 3 Z n Ow Q o � � aw�Ni _z O ^ r a J � 3 i m w O o N 1A1AR. PRODUCT REVISED as complying with the Florida - E o 8uiltlinCode `n a 9 NOA-No. 18"0122.18 Expiration Date 07/0412023 Miami -Da Product Control o c AH4f 70592 ITE OF '�� drawing no. 1/4" MAX.��III II�� 1, SHIM 1\l Jl 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING a� I G3/6' MAX. LOAD BE�Al�RR �C ACTIVE LEAF I 22 10 X -� ga:: n 17 EXTERIOR 7 8 11 METAL - STRUCTURE 36 7/8 ".. MAX OJ SELEV E'... FOR SPACING ACTIVE LEAF 39 S/8" MAX. OR FRAME WIDTH m 36 7/8" MAX. •• ••• • • ••• • • • ••• •• ••• ••• • • •• • • • • • ••• • • • • • 1BY OR 26Y WOOD BUCKS SEE SHEET 1 _LOCK OPTIONS SEE SHEET 4 OPTIONS SHEET 4 EXTERIOR DOOR DETAILS] PRODUCT REVISED uaI as com lying with the Florida o Building Code NOA-No. 18-0122.18 M Expiration Date 07l04/2023 � Z By_....-_ -.. W • Mi i-� a Produet Control Q f Z n o. O A N V U a W 0 LL m C�a g - - - - - C- 4 � � -- 0 i 0 W'LL N QLL Z N 2 m Of Q W T E c � a Cv i�lZ o O W 3/8" MAX. F U � LOAD BEARING < < o SHIM O w N N XNOTE O1 1 = r rMi 3 J O INACTIVE jr= ZT< vi"i Ord � I� j TYPICAL ANCHORS - ? -SEE EL-i FOR SPACING y �, i n 10582018 2 >TE OG drawing no. bRion =3 TYPICAL ANCHORS EDGE DIST i SEE ELEVATIONS FOR SPACING CONCRETE N . f / O � a II Iy \II II j I II #10 II THREAD CUTTING MACHINE SCREWS ® 6" FROM EACH END 11 & AT MIDSPAN 28 II TYP. HEAD/SILL 1BY OR 2BY EDGE DST, _L WOOD BUCK `SEE - NOTE SHEET 1 �. CONCRETE, a' O � a d ,� A a O a" w F k w II II I 1 9 I I �_� / V •• HI -PROFILE 4 LOW PROFI•�E • • • • • • • :r N SIDELffE � • : IDELIITTEE• : • • • • • • � ••• Om CONCRETE ° ° , CONCRETE ,• °� • ° •:• • • ° EDGE DIST. TYPICAL ANCHORS • • • • EDGE T. • 7Y••� )CAL AmtHORS _ SEE ELEVATIONS • • SF� ELEVAWNS FOR SPACING SIDELITE • • • • • • SITS E • F •SPACIIE• • • • • • SIDELITE DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 U - <' � n m Expiration Date 07/04/2023 12 z m Z n W z By `��.�...... _.. Q i Z N aI D Mlam ade' rodoct control ar go "j 6 o WN` OIL U N G -O 111. 0.3 JDJ N W0. Q LL G I� Z H mp Q W Im, F i a !, I� Z 3 • O w p ¢ Q X fy D Ld N �= 0^ J C, o NI0'� _Q I ro S� Q i n 70593 O rdrawing no. .... . �®`� W13-03 3/8" MAX. FOR SPACING C n 5n r' 'I If 1 I II II EXTERIOR 39 5/8'(X DOOR) 76" (XX DOCR) D.L. OPG. SIDEUTE WIDTH MAX. OWN ni I, wIUIH E: avtult rvlum JIVGLIIt WllJln f • • •• •: • • : • • • LSIDELITE DETAILS • • • — • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date _° 7/OQ 4/2023 By MiSini-We Product Control � a .70592 n R 1 201Q_ 9 a O ®�•.• ATE OF �� drawing no. OR1DP.•'• ®�� W13-03 uU < p I n Z m j O Z m m H Q w i O d W N m U U W �' Ot_ LL I O tR �0It D a 0 °o N Oaw� O N a W LL N LL ZOJ_ o .! �0Q aW�f� n a ro Z a O W Q Q O W N Q�� vz3 N 0 r M7 1 T Q o SEALANTS: io F FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. PRODUCT REVISED as complying with the Florida Building Code w� a NOA-No. 18-0122.18 r Expiration Date 07/04/2023 Miami a Product Control c = o 0 00 • • • • • • • • • + • • • • • 111 VIM //! a. • • • • • ` No. %OSSi - h age • • • • • • • � � • • • � STATE OF � dy�� ';+ •. 2oalor.•'6�®�� drawing no. i • •i • • • W13-03 • : • • • • • ��i\`\\ V sheet g of 10 • ITEM tl PART $ REQD. DESCRFPTION MATERIAL MANE./SUPPLIER/REMARKS 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - 2 7-51494 2/DOOR FRAME JAMS 6063-T6 - 3 T-5 i503 1/LEAF DOOR TOP RAIL 6061-T6 - 4 T-51492 1/LEAF _ DOOR BOTTOM RAIL 6061-T6 - 5 T-11502 2/ LEAF WEATHERSTRIP ADAPTER 6063-T6 - 6 SW-28898 i/DOOR THRESHOLD 6063-T6 - 7 T-51520 1/LEAF H NGE STILE 6063-Tfi 6063-T6 - - 8 T-51496 1/LEAF !LOCK STILE 9 T-1750D AS REQD. '. SIDELITE SLIP ON JAMB 6063-T6 - 10 7-ll501 1/CORNER ASSEMBLY STIFFENER 6063-T6 - 11 FD-107 3/LEAF ,BUTT HINGES (.122" THK.) ALUMINUM SULLIVAN & ASSOC. 13 T-11499 AS REQD 51DELITE GLAZING BEAD 6063 T6 -- 14 T-51504 AS REDD SIDELITE BASE ADAPTER 6063 TS - 15 - AS REQD SIDELITE REINF. CHANNEL 3003 H14 - i6 T-11498 AS REQD. SCREW CAP (OPTIONAL) 6063-T5 16A - AS READ. SCREW CAP (OPTIONAL) �6063-T5 - 17 � - 2/LEAF 3/B' % 16 THREADED ROD STEEL - 18 2/LEPF '3/8' % tb NUT � - 19 AS REDD. PVC INSERT - - 20 AS REDO, ULTRAFAB - - 22 PW 701 AS REDO. BULB WEATHERSTRIPPING VINYL - 23 PD-8400 AS REQD. PILE WITH INTEGRAL FIN W�STRIPPING � - SCHLEGEL 24 5025 AS REQD. FLUSH BOLTS DELTA IND. 25 CP-B171 - ENTRY LOCKSET 'KWIKSET X 1' 4/ CORNER ASSEMBLY SCREWS, FM SELF DRILLING AT ALL FRAME JOINTS 27 �9 X 2-1/2" 3/ CORNER ASSEMBLY SCREWS, PH SMS � - 28 �d X 1_ 1/2" 2/ CORNER SIDELffE ASSEMBLY SCREWS, FH SELF GRILLING - 29 - AS REDD. SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A j� -4.000 1 �-078 1.500 2-2 _ 9. -1.963 �J FRAME HEAD 4. FRAME JAMB 1.750- I I 078 4.000 3.500 G- 876 0 TOP RAIL 5. 0 BOTTOM RAIL 062� .375 _ 1.494 WEATHERSTRIP ADAPTER 1.252 F- 838 �-.045 3 SIDE LITE GLAZING BEAD .078 1.7 50 �� .875 4.000 ---�I C7 HINGE STILE 4.224 -- j 1.750 2.139 �.. L.078 - -- 4.816 � � 4.906 O LOCK STILE 7 2.057 .078 2.406 .656 --4.156J 1.445 P .045 - is SCREW CAP .Y-2.162-�1 5.638 4.895 .078 Y- Fr 1.813� 14 SIDELITE BASE ADAPTER - 250 MI.1,25 I�-1.540-P. U ASSEMBLY STIFFENER 1.445 •I SIDE LITE JAMI •• •• �s.l6e • •• • • •.OS•• •+•• 375 • • • .5-r00- • • • • • _;•21i • i .062 •• •• • • • : • • • •• •• THRESHOI • • (LITE 4BASE GLAZING BEAD • �-- - z., zs s.375 .688 + F_ ¢312� - I 6ib8 L 2.125 I ® I Ii 1, STEEL PIN \ � Q K I Q N o I � 2.000 I I u Le- J1 ALUMINUM HINGE 188 I 3.750 15 SIDELITE ALUM REINF. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 By _ Miami -Da Product Control 0 705a2 2016 STATE OF •(/�' to y�Ul Z ;:Zz N 0 wO`M C.,aW � for a 0a.ao + O wy� Q W 7 0 N Y.2yg m zm Q W W f r G'G e o A drawing no. W13-03i SIDELITE TOP & BOTTOM CORNER DOOR FRAME BOTTOM CORNER • ••• ••• •�• ■ • • • rs • — SIDELITE SLIP ON JAMB C01 • w • �• �• LEAF TOP & BOTTOM CORNER • ••• • • • • • • • 100 c_ 3 O v! O w 8 a of a W h 0 rn � O µ v n N V i EME. PRODUCT REVISED w as complying with the Mrida y ii Building Code o o WOA-No. 18-0122.18 Expiration Date 07/04/2023 BY Mlami-D" Product Control � B . 70ssz a eo 2018 - ATE OF�By�, drawing no. OR1DP,••' ®�� e�a�../ , W13-03